{"meta":{"query_hash":"b0d97c01f43f","filters":{"venue":"Water Science & Technology"},"cohort_total":645,"direct_labels_cover":4,"predictions_cover":645,"exported":645,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/b0d97c01f43f","api":"https://metacan.xera.ac/api/v1/cohort?venue=Water+Science+%26+Technology"},"results":[{"id":"W104192227","doi":"10.2166/wst.2003.0387","title":"Workshop 5 (synthesis): stakeholder participation in decision making - institutional forms","year":2003,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Complex Systems and Decision Making","field":"Decision Sciences","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"","keywords":"Empowerment; Stakeholder; Dimension (graph theory); Set (abstract data type); Perception; Process (computing); Business; Human Dimension; Environmental resource management; Stakeholder engagement; Process management; Environmental planning; Public relations; Political science; Computer science; Psychology; Environmental science; Mathematics; Human rights","score_opus":0.1749205203278221,"score_gpt":0.40375370729377397,"score_spread":0.22883318696595187,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W104192227","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8644688,0.000114537674,0.12731004,0.00039621195,0.00065619434,0.00023376681,0.000001425452,0.00010125227,0.0067177387],"genre_scores_gemma":[0.9920464,0.0000012979059,0.007557368,0.00010178151,0.000017721068,0.00007242988,1.6265957e-7,0.000008790969,0.00019401741],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99458575,0.00010477575,0.0011675957,0.0010831051,0.0021614826,0.0008972987],"domain_scores_gemma":[0.9973474,0.00079658715,0.00019216027,0.001163315,0.0003972997,0.00010322429],"candidate_categories":["metaresearch"],"consensus_categories":[],"category_scores_codex":[0.0077174534,0.00020593329,0.00038501684,0.004138034,0.00070730475,0.00055138796,0.0017593037,0.00019861181,0.0005370405],"category_scores_gemma":[0.011239369,0.00012263074,0.00007420595,0.006458476,0.001009906,0.0012447669,0.0005014172,0.00026646393,0.0005931328],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006653487,0.0002311138,0.079252556,0.0000035328128,0.000004097676,0.00010897883,0.0012010746,0.010837809,0.014661998,0.51846343,0.00043859176,0.3747303],"study_design_scores_gemma":[0.0005803704,0.00006799167,0.01939106,0.00019746048,0.0000052336427,0.00016886214,0.002119764,0.009278616,0.02482284,0.89975035,0.043103304,0.0005141687],"about_ca_topic_score_codex":0.0000050320004,"about_ca_topic_score_gemma":0.00018708265,"teacher_disagreement_score":0.38128692,"about_ca_system_score_codex":0.00023722967,"about_ca_system_score_gemma":0.00021995502,"threshold_uncertainty_score":0.9970894},"labels":[],"label_agreement":null},{"id":"W108207581","doi":"10.2166/wst.2004.0527","title":"Periphyton: a primary source of widespread and severe taste and odour","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Aquatic Invertebrate Ecology and Behavior","field":"Environmental Science","cited_by":54,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"St. Lawrence River Institute of Environmental Sciences; University of Calgary","funders":"","keywords":"Periphyton; Macrophyte; Biota; Geosmin; Littoral zone; Primary producers; Zebra mussel; Dreissena; Biology; Ecology; Diatom; Elodea canadensis; Algae; Aquatic plant; Phytoplankton; Environmental science; Mussel; Nutrient; Bivalvia; Mollusca","score_opus":0.006789173322377105,"score_gpt":0.19269518486351414,"score_spread":0.18590601154113703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W108207581","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99661255,0.000027050253,0.0004908256,0.0016444224,0.000058400106,0.00012839364,6.890905e-7,0.000051082014,0.0009866091],"genre_scores_gemma":[0.99683446,0.000008243158,0.0025534793,0.00025665376,0.0000037187046,0.000010083591,4.1809918e-7,0.000004766222,0.00032816618],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989875,0.000009349596,0.00014370884,0.00036639618,0.00015012684,0.00034290328],"domain_scores_gemma":[0.9996563,0.000008137921,0.00004330228,0.0002252849,0.000009121094,0.000057813417],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00027947902,0.000102519065,0.00015111794,0.00013843732,0.00023065673,0.000013830587,0.00031123665,0.00012552214,0.00025105407],"category_scores_gemma":[0.000024778374,0.00007248079,0.000011913021,0.0003694802,0.0046019685,0.00027629983,0.0006377945,0.0001231694,0.00013153763],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011346817,0.000089180365,0.16150016,0.000011914337,0.000002721427,0.000019060551,0.0018931021,0.000088989065,0.8181295,0.00057224365,0.0000580435,0.017623743],"study_design_scores_gemma":[0.001061535,0.00064126507,0.10362962,0.00003264483,0.000032397824,0.0007816239,0.00092884875,0.00017015281,0.8754706,0.014886501,0.001968468,0.00039633957],"about_ca_topic_score_codex":0.00007911904,"about_ca_topic_score_gemma":0.0000560498,"teacher_disagreement_score":0.057870533,"about_ca_system_score_codex":0.000076472075,"about_ca_system_score_gemma":0.000025038553,"threshold_uncertainty_score":0.99810696},"labels":[],"label_agreement":null},{"id":"W108869445","doi":"10.2166/wst.2005.0035","title":"High-rate stormwater clarification with polymeric flocculant addition","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Public Health; Environment and Climate Change Canada","funders":"Government of Canada","keywords":"Clarifier; Stormwater; Flocculation; Effluent; Suspended solids; Surface runoff; Environmental science; Environmental engineering; Waste management; Wastewater; Engineering","score_opus":0.004765606849206807,"score_gpt":0.18146795209700747,"score_spread":0.17670234524780068,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W108869445","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9721275,0.000010258123,0.015565685,0.008815522,0.00015139271,0.00031652648,0.0000054583356,0.00049795466,0.0025097153],"genre_scores_gemma":[0.9901995,0.0000039050647,0.0075185127,0.00036285483,0.000038961785,0.00009812887,0.000021275013,0.000014868277,0.0017420107],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99795943,0.000026107748,0.00021403655,0.0006688442,0.00039859707,0.0007329902],"domain_scores_gemma":[0.99912006,0.0000039500924,0.00006752959,0.0006981254,0.000021582544,0.00008873161],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00042073856,0.00018517487,0.0001348093,0.0005128111,0.0005339595,0.00007514445,0.0008396313,0.000102406586,0.0014254653],"category_scores_gemma":[0.000008192527,0.00012037741,0.000022738917,0.0014021359,0.0019475202,0.0010759687,0.00043339332,0.00018211805,0.0040683458],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027833019,0.0002094039,0.014799485,0.0000039855768,0.000013921286,0.000017740542,0.00080678525,0.004262224,0.95646906,0.0043497216,0.0031990793,0.015840733],"study_design_scores_gemma":[0.00054373033,0.00029188854,0.025960911,0.000010664942,0.000038263363,0.000057980687,0.00016056487,0.002212372,0.831701,0.0016493803,0.13680336,0.000569905],"about_ca_topic_score_codex":0.00018870614,"about_ca_topic_score_gemma":0.00015557671,"teacher_disagreement_score":0.13360427,"about_ca_system_score_codex":0.00047836752,"about_ca_system_score_gemma":0.000014718448,"threshold_uncertainty_score":0.99948734},"labels":[],"label_agreement":null},{"id":"W1110062301","doi":"10.2166/wst.2015.413","title":"An inexact multi-objective programming model for water resources management in industrial parks of Binhai New Area, China","year":2015,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water resources management and optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"National Natural Science Foundation of China; Fundamental Research Funds for the Central Universities; National Science Foundation","keywords":"Linear programming; Water resources; Economic shortage; China; Fuzzy logic; Operations research; Computer science; Environmental economics; Environmental planning; Environmental science; Engineering; Geography; Economics","score_opus":0.03290859145108422,"score_gpt":0.24533010054621063,"score_spread":0.21242150909512642,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1110062301","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.78731203,0.000015416786,0.21104106,0.0001521428,0.00012240083,0.0007423525,0.0000012510487,0.00031512184,0.00029822974],"genre_scores_gemma":[0.97990954,0.000003375842,0.019694138,0.000006516497,0.000023889312,0.00009324056,0.000013029806,0.000020703495,0.00023555833],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985892,0.000009732262,0.00027824283,0.00035545084,0.00020224923,0.0005651246],"domain_scores_gemma":[0.99950945,0.000001973979,0.000030821466,0.00033018904,0.00004562043,0.00008194883],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005057256,0.00016830559,0.00019609151,0.0013672021,0.00006422441,0.000074059,0.0006468049,0.00014660561,0.000002717709],"category_scores_gemma":[0.000012286305,0.00011514929,0.000026531781,0.00068173604,0.00021756683,0.00043600248,0.00022044177,0.00014174749,0.000003195795],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039546867,0.00006730344,0.0015930539,0.000019973462,0.0000146837665,0.000003948158,0.00939729,0.9652897,0.0045074276,0.00008054593,0.000040567757,0.018945953],"study_design_scores_gemma":[0.0012901858,0.00015335967,0.000050215443,0.000021070735,0.000014774565,0.0000010678934,0.00066754903,0.91566116,0.07939442,0.00096982287,0.0015844305,0.0001919188],"about_ca_topic_score_codex":0.000050807797,"about_ca_topic_score_gemma":0.000039529947,"teacher_disagreement_score":0.19259752,"about_ca_system_score_codex":0.0001105203,"about_ca_system_score_gemma":0.000010670363,"threshold_uncertainty_score":0.46956518},"labels":[],"label_agreement":null},{"id":"W11621393","doi":"10.2166/wst.2005.0673","title":"Anaerobic digestion: a new model for plant-wide wastewater treatment process modelling","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydromantis Environmental Software Solutions (Canada)","funders":"","keywords":"Anaerobic digestion; Anaerobic exercise; Wastewater; Sewage treatment; Process (computing); Biochemical engineering; State variable; Computer science; Engineering; Waste management; Ecology","score_opus":0.021666573761963744,"score_gpt":0.2352212056185829,"score_spread":0.21355463185661916,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W11621393","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97420233,0.000030754356,0.020736525,0.0038830955,0.00008735669,0.00056318403,0.0000067279398,0.00026661815,0.00022342165],"genre_scores_gemma":[0.9270947,0.000011244881,0.06888517,0.000084505205,0.000057012003,0.00013028803,0.000015986858,0.000021449792,0.003699671],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9976518,0.0000068231307,0.00026660724,0.00079217856,0.00030622087,0.0009763581],"domain_scores_gemma":[0.9992858,0.000008951518,0.000051294563,0.00045341116,0.000017346776,0.00018316795],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001686929,0.00029279993,0.00023573071,0.00032429257,0.0004625893,0.00007870697,0.0006906721,0.00014395433,0.0000896544],"category_scores_gemma":[0.0000051598367,0.00018259005,0.00007582324,0.00049937033,0.00062196853,0.0006639529,0.00019765757,0.00008307985,0.00038639858],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000107088475,0.00030658918,0.0034366809,0.000006791177,0.000021727285,0.000015286669,0.0039668493,0.75068384,0.23247777,0.00028167802,0.0002484092,0.008447264],"study_design_scores_gemma":[0.0005775055,0.00021344499,0.0000060875445,0.0000065369395,0.000023394774,0.000037144513,0.00005012827,0.38015917,0.61169165,0.0041229734,0.002904465,0.0002075249],"about_ca_topic_score_codex":0.00006823302,"about_ca_topic_score_gemma":0.00007755293,"teacher_disagreement_score":0.37921384,"about_ca_system_score_codex":0.00049373595,"about_ca_system_score_gemma":0.00006628091,"threshold_uncertainty_score":0.7445807},"labels":[],"label_agreement":null},{"id":"W1166431256","doi":"10.2166/wst.2015.455","title":"Modelling and characterization of primary settlers in view of whole plant and resource recovery modelling","year":2015,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Settling; Primary (astronomy); Activated sludge model; Characterization (materials science); Sewage treatment; Resource recovery; Resource (disambiguation); Activated sludge; Environmental science; Wastewater; Process engineering; Biochemical engineering; Environmental engineering; Computer science; Engineering; Materials science; Nanotechnology","score_opus":0.01922105669116473,"score_gpt":0.19133036807865555,"score_spread":0.17210931138749083,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1166431256","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9967225,0.00006542001,0.0026973758,0.00019360299,0.00001713579,0.00010979647,0.000004997844,0.000015770505,0.00017337145],"genre_scores_gemma":[0.99431324,0.00004962899,0.0055620456,0.000014039175,0.0000021858489,0.0000035737203,0.000008840095,0.000004486148,0.000041935866],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99916434,0.000013781728,0.00018621003,0.00025972695,0.00016761769,0.0002083413],"domain_scores_gemma":[0.9997447,0.0000045395054,0.000054371496,0.0001449779,0.000008378438,0.000043035674],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036974697,0.00008052032,0.00016220084,0.00024694845,0.0000388232,0.000010298668,0.00016416374,0.00006391418,0.0000027806402],"category_scores_gemma":[0.0000022784009,0.00005852504,0.000009226755,0.00035749143,0.0006974057,0.00028970337,0.00025462313,0.00005611769,0.0000035599066],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037922397,0.000042107848,0.017423218,0.000017647042,0.0000025475395,0.0000056752883,0.001496853,0.03697139,0.9402894,0.000042601805,0.0000018970584,0.0036687367],"study_design_scores_gemma":[0.0005247021,0.00021087233,0.0005849205,0.000057075784,0.000011364988,0.00004418941,0.0002659279,0.1686461,0.82581925,0.002741117,0.0009265231,0.00016797605],"about_ca_topic_score_codex":0.00007635607,"about_ca_topic_score_gemma":0.0000036863319,"teacher_disagreement_score":0.1316747,"about_ca_system_score_codex":0.000051104395,"about_ca_system_score_gemma":0.000012155064,"threshold_uncertainty_score":0.25696203},"labels":[],"label_agreement":null},{"id":"W120764541","doi":"10.2166/wst.2003.0010","title":"A pesticide runoff model for simulating runoff losses of pesticides from agricultural lands","year":2003,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Pesticide and Herbicide Environmental Studies","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Regina; Environment and Climate Change Canada","funders":"","keywords":"Surface runoff; Watershed; Environmental science; Pesticide; Geographic information system; Agriculture; Atrazine; Water quality; Hydrology (agriculture); Land use; Pollution; Water resource management; Environmental engineering; Remote sensing; Computer science; Engineering; Geography; Civil engineering; Ecology","score_opus":0.013685843011248694,"score_gpt":0.23345653474848638,"score_spread":0.21977069173723768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W120764541","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9784849,0.000073384734,0.01816132,0.0002852398,0.00008747448,0.0002793257,0.000015689375,0.00009919398,0.002513461],"genre_scores_gemma":[0.9783896,0.000010913052,0.021155693,0.00008495776,0.00001494397,0.000054963457,0.0000058375335,0.000013304567,0.00026978215],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99788237,0.00001540011,0.00037571884,0.0006120419,0.00037991465,0.0007345573],"domain_scores_gemma":[0.9993386,0.00009097161,0.00011178641,0.00034233098,0.000024535428,0.00009174884],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003097451,0.00024181893,0.00032406393,0.00014570875,0.00048465142,0.000032594387,0.0006291062,0.00012287665,0.00037719362],"category_scores_gemma":[0.00032508958,0.0001595215,0.00006988966,0.00054026925,0.0020959794,0.00033519225,0.00044629013,0.00013424817,0.00009145608],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011316889,0.000104327875,0.26428273,0.000009643164,0.00001150744,0.0000035889013,0.0010526135,0.08384042,0.64890003,0.00081495324,0.000060871338,0.0009079774],"study_design_scores_gemma":[0.00082157843,0.00033483026,0.098189175,0.00004574952,0.00009663367,0.000023809645,0.0011803113,0.06568952,0.78330636,0.048877656,0.000784566,0.00064981845],"about_ca_topic_score_codex":0.00022321584,"about_ca_topic_score_gemma":0.00014469045,"teacher_disagreement_score":0.16609356,"about_ca_system_score_codex":0.0001721058,"about_ca_system_score_gemma":0.000018731553,"threshold_uncertainty_score":0.77227235},"labels":[],"label_agreement":null},{"id":"W1220538268","doi":"10.2166/wst.2015.193","title":"Anaerobic digestion of wastewater from the fruit juice industry: experiments and modeling","year":2015,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Anaerobic Digestion and Biogas Production","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Biogas; Chemical oxygen demand; Chemistry; Anaerobic digestion; Pulp and paper industry; Wastewater; Fermentation; Mesophile; Biomass (ecology); Organic matter; Sulfite; Nutrient; Methane; Food science; Waste management; Environmental science; Environmental engineering; Agronomy; Biochemistry; Organic chemistry","score_opus":0.03222244502230533,"score_gpt":0.2443889079938247,"score_spread":0.21216646297151937,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1220538268","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99661463,0.0001512422,0.0011842503,0.0012296438,0.00031477868,0.0000801955,0.0000012382831,0.00018950042,0.00023452043],"genre_scores_gemma":[0.9990986,0.000013985776,0.0007788633,0.000022128908,0.000029725177,0.0000080887085,0.0000028560653,0.0000064448786,0.000039322746],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993046,0.000007717693,0.00013356602,0.00019997336,0.00014560089,0.00020854801],"domain_scores_gemma":[0.99962527,0.000002353191,0.000015822872,0.00024721638,0.000063018124,0.00004631784],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023211775,0.00008491345,0.000087925415,0.00017881319,0.00007719592,0.000029461975,0.00026901343,0.00015042625,0.000006929373],"category_scores_gemma":[0.00002268416,0.00005026358,0.000008839522,0.00036185872,0.00040061158,0.0002483402,0.00012251707,0.00017819606,0.000013243284],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000094308625,0.00002648653,0.0035165525,0.0000027011663,0.000012043287,0.0000018529851,0.0030665845,0.029382335,0.95544463,0.005204141,0.00019062089,0.003142622],"study_design_scores_gemma":[0.0001943542,0.00005290653,0.00013280845,0.000018407787,0.000007837692,0.000009750624,0.0015148025,0.014995603,0.97849107,0.0028213183,0.0016453944,0.00011574354],"about_ca_topic_score_codex":0.00008387651,"about_ca_topic_score_gemma":0.0000054025936,"teacher_disagreement_score":0.023046445,"about_ca_system_score_codex":0.000045855413,"about_ca_system_score_gemma":0.000016369386,"threshold_uncertainty_score":0.20496893},"labels":[],"label_agreement":null},{"id":"W1241572420","doi":"10.2166/wst.2005.0554","title":"Multi-wavelength fluorometry for anaerobic digestion process monitoring","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality Monitoring Technologies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Biotechnology Research Institute","funders":"","keywords":"Cuvette; Fluorescence spectroscopy; Anaerobic digestion; Wavelength; Fluorescence; Fluorescence spectrometry; Analytical Chemistry (journal); Process (computing); Chemistry; Biological system; Materials science; Chromatography; Optics; Computer science; Optoelectronics; Physics","score_opus":0.030654998934295807,"score_gpt":0.294479885713213,"score_spread":0.2638248867789172,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1241572420","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9888738,0.000022570874,0.0058557945,0.0029711758,0.0004021327,0.0004321635,0.0000024656717,0.0013759474,0.00006395861],"genre_scores_gemma":[0.88402116,0.000008069663,0.11545024,0.000018583969,0.00007234511,0.00018744211,0.000001439559,0.00002011554,0.00022057876],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99730325,0.000014099014,0.0003236048,0.0008666232,0.00043689684,0.0010555047],"domain_scores_gemma":[0.9990209,0.000019524208,0.00008057541,0.00073995383,0.000051114264,0.00008798353],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00086862943,0.0002390165,0.00021286785,0.0007342541,0.0005873797,0.00009223175,0.0017678513,0.00026919803,0.000028762663],"category_scores_gemma":[0.00025831207,0.000182246,0.00004501791,0.0017440276,0.0019567676,0.00093947945,0.0008222001,0.00027607506,0.00034371784],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000074966947,0.000120611905,0.071681775,0.000011945586,0.000003631904,0.0000025336335,0.0007133595,0.0007837834,0.8673843,0.00011830795,0.000026475294,0.059145752],"study_design_scores_gemma":[0.00027990484,0.00013202713,0.007459211,0.00001703361,0.000006854098,0.000015737427,0.00038957444,0.0014489414,0.9855209,0.0018327764,0.0026114662,0.0002855981],"about_ca_topic_score_codex":0.00003154951,"about_ca_topic_score_gemma":0.000008760023,"teacher_disagreement_score":0.118136555,"about_ca_system_score_codex":0.00057244464,"about_ca_system_score_gemma":0.00002068064,"threshold_uncertainty_score":0.74317765},"labels":[],"label_agreement":null},{"id":"W12470447","doi":"10.2166/wst.2005.0567","title":"Anaerobic digestion as a sustainable solution for biosolids management by the Montreal Metropolitan Community","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"National Research Council Canada; Biotechnology Research Institute","funders":"","keywords":"Biosolids; Anaerobic digestion; Greenhouse gas; Waste management; Biogas; Environmental science; Metropolitan area; Tonne; Sewage sludge; Methane; Municipal solid waste; Population; Environmental engineering; Biodegradable waste; Environmental protection; Sewage; Business; Engineering; Geography; Chemistry; Ecology","score_opus":0.006832510318347134,"score_gpt":0.23512732411351753,"score_spread":0.2282948137951704,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W12470447","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9580597,0.000060976927,0.003122533,0.016602816,0.00006472699,0.00087197684,0.000006155138,0.00019222782,0.021018878],"genre_scores_gemma":[0.99466544,0.000029860976,0.0013611258,0.00039193183,0.000011125214,0.00016567043,0.000006394011,0.000010301382,0.0033581178],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982429,0.000042740674,0.0001715845,0.0003266544,0.00030038465,0.00091570796],"domain_scores_gemma":[0.99926513,0.000018269246,0.000050271323,0.00058729184,0.000010296431,0.000068727095],"candidate_categories":["sts"],"consensus_categories":["sts"],"category_scores_codex":[0.0008256611,0.00016445709,0.00012803276,0.00016952118,0.002089338,0.00006224042,0.001001528,0.00007655051,0.00008299107],"category_scores_gemma":[0.000038920047,0.000094972645,0.000037618818,0.0006726927,0.0029990245,0.0005246647,0.0014794061,0.00018646853,0.00023262438],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012172071,0.0013436378,0.019995714,0.000042037034,0.00008840009,0.000016779866,0.007042899,0.0012122345,0.82996744,0.01355457,0.023738844,0.10287575],"study_design_scores_gemma":[0.0012645174,0.0011400302,0.013231424,0.000011128207,0.00008519939,0.000069859685,0.0118400045,0.0019591243,0.8679561,0.029552087,0.0722515,0.0006390193],"about_ca_topic_score_codex":0.00370132,"about_ca_topic_score_gemma":0.0002854863,"teacher_disagreement_score":0.102236725,"about_ca_system_score_codex":0.001842881,"about_ca_system_score_gemma":0.0000053289414,"threshold_uncertainty_score":0.99971426},"labels":[],"label_agreement":null},{"id":"W1265489299","doi":"10.2166/wst.2005.0412","title":"Land use change analysis of Beykoz-Istanbul by means of satellite images and GIS","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Agricultural and Rural Development Research","field":"Agricultural and Biological Sciences","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Simon Fraser University","funders":"","keywords":"Remote sensing; Satellite; Land use; Satellite imagery; Geography; Change analysis; Environmental science; Physical geography; Engineering; Civil engineering","score_opus":0.020948872549191068,"score_gpt":0.2329797151794764,"score_spread":0.21203084263028535,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1265489299","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9906714,0.0004230217,0.00000241314,0.008554422,0.000013662885,0.000118907796,0.00004319805,0.00003853951,0.0001344354],"genre_scores_gemma":[0.9984108,0.0007078264,0.00023209426,0.000042311047,0.00001358672,0.0000089499335,0.000028756136,3.7767785e-7,0.00055526645],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987632,0.000017713135,0.00022309364,0.00032181328,0.00029806478,0.00037613107],"domain_scores_gemma":[0.99960524,0.000028359964,0.00006495202,0.00007384666,0.00015905898,0.00006855729],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027925763,0.00010862614,0.00025315088,0.00019556207,0.0001563217,0.0000382822,0.00045231738,0.000096283984,0.000114194074],"category_scores_gemma":[0.000024061756,0.000030333433,0.000049617523,0.0026258084,0.0010342911,0.0003739997,0.00028103782,0.000083877225,0.000006601373],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000048837455,0.000030914827,0.09807237,0.0000030437864,0.000020637748,7.590755e-7,0.00022928759,5.017804e-7,0.8073838,0.000075739685,0.00004420785,0.09413387],"study_design_scores_gemma":[0.000052935917,0.00013189291,0.46216196,0.000008032558,0.00003528203,0.0000036265872,0.00024674187,0.000031987176,0.52310187,0.00010753346,0.013994904,0.00012323649],"about_ca_topic_score_codex":0.0004389933,"about_ca_topic_score_gemma":0.0006787863,"teacher_disagreement_score":0.36408958,"about_ca_system_score_codex":0.000020476487,"about_ca_system_score_gemma":0.000004102425,"threshold_uncertainty_score":0.38108885},"labels":[],"label_agreement":null},{"id":"W136321254","doi":"10.2166/wst.2001.0559","title":"Biofiltration of dichlorobenzenes","year":2001,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Odor and Emission Control Technologies","field":"Chemical Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Biofilter; Air stripping; Chemistry; Volatilisation; Contamination; Biodegradation; Degradation (telecommunications); Environmental chemistry; Wastewater; Naphthalene; Waste management; Environmental engineering; Environmental science","score_opus":0.011671421291800845,"score_gpt":0.23918119009052238,"score_spread":0.22750976879872153,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W136321254","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9811417,0.00008261997,0.012414957,0.0025714412,0.00013142021,0.000061441344,6.6135453e-7,0.0008426473,0.0027531048],"genre_scores_gemma":[0.99852765,0.000024400279,0.0011660508,0.000017924469,0.000013407418,0.000009718697,6.49242e-7,0.0000056422864,0.0002345722],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990835,0.000002012852,0.00018323543,0.00022900486,0.00016270872,0.00033949898],"domain_scores_gemma":[0.9994891,0.000008554553,0.000030015854,0.00036197167,0.00007939727,0.000030917276],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001621357,0.00008563295,0.00013851924,0.0006407981,0.00008173068,0.000011372874,0.0006351019,0.00015074712,0.000070853086],"category_scores_gemma":[0.00015954219,0.000055958142,0.000026783731,0.0010604959,0.0006146318,0.00017067643,0.00018113457,0.000119970864,0.000039071245],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000035044043,0.000013734439,0.0016454632,0.0000033759095,0.0000014380803,0.000002684425,0.000046572964,0.00009219993,0.9789834,0.005593084,0.00001151409,0.013603034],"study_design_scores_gemma":[0.000118226766,0.000041497773,0.00006376915,0.000009131687,0.0000030844856,0.000018636587,0.0001432769,0.0027734307,0.98861414,0.004665335,0.0034694504,0.000080015925],"about_ca_topic_score_codex":0.000010251478,"about_ca_topic_score_gemma":0.0000016081324,"teacher_disagreement_score":0.017385928,"about_ca_system_score_codex":0.000027776909,"about_ca_system_score_gemma":0.000015722168,"threshold_uncertainty_score":0.22819068},"labels":[],"label_agreement":null},{"id":"W137101445","doi":"10.2166/wst.2001.0542","title":"Agricultural odours: 25 years of reducing complaints about barns and manure storages using the minimum distance separation formulae","year":2001,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Odor and Emission Control Technologies","field":"Chemical Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Ministry of Agriculture, Food and Rural Affairs","funders":"","keywords":"Livestock; Barn; Agriculture; Agricultural science; Manure; Poultry farming; Rural area; Business; Geography; Agroforestry; Environmental protection; Environmental science; Agricultural economics; Agronomy; Forestry; Biology; Economics; Political science","score_opus":0.014785001044445849,"score_gpt":0.2675924795065896,"score_spread":0.25280747846214374,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W137101445","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9913682,0.00020810029,0.006573676,0.0012112658,0.00010170853,0.00011100516,0.0000022331535,0.00023376747,0.00019006804],"genre_scores_gemma":[0.9986868,0.00002622524,0.0011141809,0.000011000805,0.000019283698,0.000006724774,0.0000012334145,0.000005757021,0.00012878007],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989916,0.000006351538,0.00019174776,0.00026851153,0.00017572606,0.00036604013],"domain_scores_gemma":[0.9995175,0.000021363714,0.0000600315,0.00030106786,0.00006781324,0.000032206473],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019137366,0.000110951376,0.00016835795,0.00021273797,0.00020444412,0.000037775986,0.0005204243,0.00013806272,0.00000784599],"category_scores_gemma":[0.00010882409,0.0000638534,0.000026846841,0.00058405986,0.0007568416,0.00022439001,0.0002242209,0.00020122934,0.000002791727],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000051022994,0.000009125787,0.00066824915,0.000007207506,0.0000040653617,0.000004253972,0.00048486184,0.0012387417,0.9912162,0.0010650422,0.000021789006,0.005275401],"study_design_scores_gemma":[0.00033851323,0.000059101247,0.002336226,0.000105587555,0.000019237255,0.00013240062,0.002701259,0.044473268,0.94617903,0.0011865016,0.0022375775,0.0002312799],"about_ca_topic_score_codex":0.000026632715,"about_ca_topic_score_gemma":0.000005008652,"teacher_disagreement_score":0.04503711,"about_ca_system_score_codex":0.000061238745,"about_ca_system_score_gemma":0.000011079074,"threshold_uncertainty_score":0.27886143},"labels":[],"label_agreement":null},{"id":"W140304515","doi":"10.2166/wst.2003.0485","title":"Drinking water quality management: a holistic approach","year":2003,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality and Pollution Assessment","field":"Environmental Science","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Water quality; Stakeholder; Water supply; Environmental planning; Business; Quality (philosophy); Stakeholder engagement; Risk analysis (engineering); Environmental resource management; Water industry; Waterborne diseases; Risk management; Engineering; Environmental engineering; Environmental science","score_opus":0.03862276692997864,"score_gpt":0.29438592138539826,"score_spread":0.25576315445541964,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W140304515","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8362791,0.00000706286,0.029083407,0.0015075777,0.00031771528,0.00033500945,0.0000012984136,0.00033231062,0.13213654],"genre_scores_gemma":[0.987581,0.000003464014,0.009441119,0.0003794667,0.0000082291035,0.000058243193,0.0000034460136,0.0000095569785,0.0025154878],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9972379,0.000104552884,0.00033443008,0.00074750703,0.0005684116,0.0010071833],"domain_scores_gemma":[0.9990953,0.000005310663,0.000043600383,0.00072941044,0.0000128414185,0.00011349515],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0020803236,0.0001895573,0.00018476896,0.0003571146,0.00060761604,0.00010813409,0.000971592,0.00011729876,0.0009744392],"category_scores_gemma":[0.000018837862,0.00011683093,0.00004602267,0.0008989237,0.0020312225,0.00039961503,0.000753921,0.00020762371,0.0019315929],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019930272,0.0007539393,0.050184876,0.00007262257,0.000032897795,0.000061525214,0.0076969652,0.002073388,0.4562807,0.47301653,0.00035744748,0.009449167],"study_design_scores_gemma":[0.0006328716,0.000079884994,0.005856866,0.0000101948035,0.000022442939,0.00008583797,0.0011002959,0.00026851686,0.7714209,0.083066836,0.13678467,0.0006706744],"about_ca_topic_score_codex":0.000068933725,"about_ca_topic_score_gemma":0.000011722368,"teacher_disagreement_score":0.3899497,"about_ca_system_score_codex":0.00028349634,"about_ca_system_score_gemma":0.000009018359,"threshold_uncertainty_score":0.9999388},"labels":[],"label_agreement":null},{"id":"W14263458","doi":"10.2166/wst.2005.0194","title":"Quantification of detachment forces on rigid biofilm colonies in a roto-torque reactor using computational fluid dynamics tools","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Fluid Dynamics and Mixing","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"","keywords":"Laminar flow; Biofilm; Mechanics; Computational fluid dynamics; Torque; Flow (mathematics); Shear force; Shear (geology); Chemistry; Fluid dynamics; Materials science; Physics; Classical mechanics; Thermodynamics; Geology; Composite material","score_opus":0.014468468691226317,"score_gpt":0.24811151596456985,"score_spread":0.23364304727334353,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W14263458","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9701709,0.0000333612,0.02891944,0.0002690932,0.00012810236,0.00019370703,0.000009082392,0.00012752399,0.00014876775],"genre_scores_gemma":[0.9891844,0.000009507546,0.010737234,0.000013157753,0.000008722565,0.000019564428,0.000011022071,0.000009434113,0.0000070041374],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990494,0.0000059764275,0.0002691585,0.00021919294,0.00016407439,0.0002921896],"domain_scores_gemma":[0.99966794,0.000016864355,0.000033299933,0.00020008508,0.000058763046,0.00002303834],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025155768,0.00010450491,0.00014148411,0.0006923613,0.0000644929,0.00003811556,0.00030534438,0.00009804169,0.000003640385],"category_scores_gemma":[0.000020817652,0.00008905419,0.000020617512,0.00058403506,0.0003348551,0.00025593734,0.00006145924,0.00010823095,0.000008607199],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000036165675,0.000025440646,0.0012781628,0.000011048507,0.0000027547137,0.0000011183968,0.00017978827,0.45677704,0.5192715,0.019042635,0.0000014347262,0.0034054986],"study_design_scores_gemma":[0.00009352541,0.000037762627,0.0004534265,0.00002212104,0.0000017955501,0.0000053353524,0.000052502695,0.7087445,0.28971955,0.00068849773,0.00009980103,0.00008116887],"about_ca_topic_score_codex":0.000023128972,"about_ca_topic_score_gemma":0.00010834964,"teacher_disagreement_score":0.2519675,"about_ca_system_score_codex":0.0003851959,"about_ca_system_score_gemma":0.000036306872,"threshold_uncertainty_score":0.36315244},"labels":[],"label_agreement":null},{"id":"W144616248","doi":"10.2166/wst.2012.309","title":"Removal mechanisms of 17β-estradiol and 17α-ethinylestradiol in membrane bioreactors","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph; University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Biodegradation; Ethinylestradiol; Chemistry; Adsorption; Bioreactor; Estrogen; Membrane bioreactor; Activated carbon; Membrane; Wastewater; Powdered activated carbon treatment; Environmental chemistry; Chromatography; Environmental engineering; Organic chemistry; Biochemistry; Biology; Endocrinology; Population; Environmental science","score_opus":0.012304064341954201,"score_gpt":0.2332771969041914,"score_spread":0.22097313256223722,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W144616248","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99510604,0.00003868706,0.00070611376,0.0010795488,0.00015062801,0.00024467777,0.0000018062264,0.0002352386,0.002437255],"genre_scores_gemma":[0.99108183,0.000026455784,0.0087302765,0.000047877642,0.000006492949,0.000019819527,9.934246e-7,0.000010087161,0.00007613799],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.997991,0.000027135125,0.0003520438,0.0004740206,0.00038508925,0.0007707103],"domain_scores_gemma":[0.99922067,0.000020290017,0.00009169578,0.0005553843,0.000011163941,0.00010081206],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0010582287,0.00018668317,0.00026607834,0.00079140073,0.00011797385,0.000019699326,0.0008923395,0.0002678843,0.00015631333],"category_scores_gemma":[0.0001289055,0.00013715867,0.000025736621,0.0015700528,0.0034513946,0.00075543445,0.00053143856,0.0002703917,0.00008419171],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000042183756,0.00005007873,0.017397817,0.0000063877123,0.0000013975156,0.0000119327515,0.00045942183,0.000026443238,0.9697335,0.008612146,0.000008524675,0.0036881338],"study_design_scores_gemma":[0.00018130099,0.00009294058,0.007652304,0.000009365372,0.000004477268,0.00027926138,0.0005149879,0.00016383387,0.9805103,0.009906931,0.0005037235,0.00018056815],"about_ca_topic_score_codex":0.00012125477,"about_ca_topic_score_gemma":0.00003463551,"teacher_disagreement_score":0.010776808,"about_ca_system_score_codex":0.0001348625,"about_ca_system_score_gemma":0.000019715368,"threshold_uncertainty_score":0.99926066},"labels":[],"label_agreement":null},{"id":"W1479951539","doi":"10.2166/wst.2002.0582","title":"Anoxic activated sludge monitoring with combined nitrate and titrimetric measurements","year":2002,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Anoxic waters; Nitrate; Denitrification; Nitrite; Chemistry; Environmental chemistry; TRACER; Electron acceptor; Activated sludge; Carbon fibers; Electrode; Inorganic chemistry; Environmental engineering; Environmental science; Sewage treatment; Nitrogen; Materials science","score_opus":0.02480341180857592,"score_gpt":0.21421734587512845,"score_spread":0.18941393406655252,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1479951539","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99737823,0.00006800166,0.000025826846,0.0003711814,0.000077265824,0.00019850451,5.2106077e-7,0.0001888059,0.0016916745],"genre_scores_gemma":[0.9964124,0.000011810466,0.0029797417,0.000018465846,0.000008966726,0.000018138206,6.156624e-7,0.000012277301,0.00053760177],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998256,0.0000168975,0.00013953511,0.0005263,0.000432701,0.00062853395],"domain_scores_gemma":[0.9994914,0.000005519135,0.000041542175,0.00032892663,0.000019934852,0.00011270427],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022124294,0.00018940562,0.00015920239,0.0005347248,0.000383921,0.00007491679,0.00045917137,0.00008570451,0.00022028812],"category_scores_gemma":[0.00001102938,0.00011647262,0.000016800257,0.0021114287,0.0011262615,0.00052409223,0.00030925486,0.00013054561,0.00040173891],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011547446,0.000067816916,0.17626897,0.0000013490773,0.000007439627,0.000018234483,0.0001446456,0.000005733642,0.8206182,0.0000041214266,0.000013984731,0.0028379417],"study_design_scores_gemma":[0.00065121264,0.00033685597,0.006149332,0.0000076233455,0.000015556703,0.00005779637,0.000059278045,0.000089667745,0.99214584,0.00018227851,0.000128189,0.00017638312],"about_ca_topic_score_codex":0.000048067493,"about_ca_topic_score_gemma":0.000004303667,"teacher_disagreement_score":0.17152761,"about_ca_system_score_codex":0.00017103637,"about_ca_system_score_gemma":0.0000054296625,"threshold_uncertainty_score":0.5163675},"labels":[],"label_agreement":null},{"id":"W1483977642","doi":"10.2166/wst.2002.0619","title":"Respirometry-based on-line model parameter estimation at a full-scale WWTP","year":2002,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Air Quality Monitoring and Forecasting","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Respirometer; Respirometry; Sewage treatment; Wastewater; Engineering; Activated sludge; Scale (ratio); Estimation theory; Sewage sludge; Full scale; Environmental science; Process engineering; Environmental engineering; Computer science; Algorithm","score_opus":0.04071266915947302,"score_gpt":0.2671161734805507,"score_spread":0.2264035043210777,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1483977642","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9360091,0.000004572644,0.059005477,0.0030659277,0.00012307955,0.00012135759,0.0000021228566,0.00027980193,0.001388577],"genre_scores_gemma":[0.9552874,7.978631e-7,0.043587174,0.00025877118,0.000014597316,0.0000283678,0.0000013495574,0.000010923263,0.0008106347],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99799514,0.000018644383,0.00023738566,0.0006047827,0.0005152877,0.0006287351],"domain_scores_gemma":[0.9991896,0.000030662566,0.00006183411,0.00060533057,0.000013685007,0.000098850775],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00057845376,0.00015735367,0.00014637392,0.0004216162,0.0005131642,0.000043003165,0.00064773014,0.00014425429,0.00037195676],"category_scores_gemma":[0.0001561922,0.00011506477,0.000039375936,0.0011999768,0.0015185195,0.00022708712,0.0004162097,0.00020201142,0.0016233126],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002063588,0.00017081366,0.008717937,0.0000060892544,0.0000014120408,0.000008380847,0.0008125049,0.77317554,0.17231496,0.00006661015,0.00028726447,0.044417843],"study_design_scores_gemma":[0.00014936386,0.00024819566,0.00014574766,0.00001027143,0.0000034334294,0.000009919579,0.00002076563,0.85601246,0.14138988,0.0015275945,0.00032938336,0.00015297701],"about_ca_topic_score_codex":0.00001990041,"about_ca_topic_score_gemma":0.0000055793716,"teacher_disagreement_score":0.08283692,"about_ca_system_score_codex":0.0003718828,"about_ca_system_score_gemma":0.000005323764,"threshold_uncertainty_score":0.99915403},"labels":[],"label_agreement":null},{"id":"W1486256024","doi":"10.2166/wst.2003.0398","title":"Sequential anaerobic/aerobic biotreatment of bark leachate","year":2003,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Biotechnology Research Institute","funders":"","keywords":"Leachate; Anaerobic exercise; Chemistry; Hydraulic retention time; Phenol; Pulp and paper industry; Chemical oxygen demand; Bioreactor; Phenols; Wastewater; Waste management; Environmental chemistry; Environmental science; Environmental engineering; Organic chemistry; Biology","score_opus":0.009834438362472345,"score_gpt":0.21713798767757705,"score_spread":0.2073035493151047,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1486256024","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9957963,0.00004469787,0.00018748244,0.0002512659,0.00019857683,0.00022389794,0.000001721985,0.00011568039,0.0031803702],"genre_scores_gemma":[0.985649,0.0000105524105,0.013364649,0.000028072927,0.000005965199,0.000018930748,0.0000028760153,0.000011854781,0.0009081131],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99802816,0.00003541878,0.00026219338,0.0005833306,0.00035833233,0.0007325469],"domain_scores_gemma":[0.99925196,0.000004636526,0.00006519894,0.00055840675,0.00001767231,0.00010214366],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0003725307,0.00021157086,0.000223451,0.00038371235,0.00026465792,0.000028336817,0.00062939874,0.00011991088,0.0009710526],"category_scores_gemma":[0.00001292706,0.00013782804,0.000071202245,0.0011450603,0.002357061,0.00028693574,0.00032777444,0.00010022652,0.0008188337],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006558445,0.00012138256,0.01260438,0.0000017936006,0.000010314493,0.000025622376,0.00023835966,0.00008413576,0.98442477,0.0013674721,0.000033190987,0.0010819947],"study_design_scores_gemma":[0.00038861163,0.00024795585,0.0004904697,0.000004640658,0.000021065141,0.000077997145,0.00010414897,0.000026820559,0.99242896,0.0022965276,0.0037501329,0.00016267305],"about_ca_topic_score_codex":0.00013914835,"about_ca_topic_score_gemma":0.000037246846,"teacher_disagreement_score":0.013177168,"about_ca_system_score_codex":0.00025036946,"about_ca_system_score_gemma":0.000026490534,"threshold_uncertainty_score":0.9999592},"labels":[],"label_agreement":null},{"id":"W1488776468","doi":"10.2166/wst.2002.0282","title":"Different options for metal recovery after sludge decontamination at the Montreal Urban Community wastewater treatment plant","year":2002,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Heavy metals in environment","field":"Environmental Science","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Institut National de la Recherche Scientifique","funders":"","keywords":"Biosolids; Human decontamination; Incineration; Waste management; Sewage treatment; Sewage sludge; Environmental science; Precipitation; Fertilizer; Wastewater; Chemistry; Pulp and paper industry; Environmental engineering; Engineering","score_opus":0.01830706709897088,"score_gpt":0.21872323172825459,"score_spread":0.20041616462928372,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1488776468","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99496806,0.00007765529,0.0002743574,0.0027195262,0.00024035195,0.00073233154,0.000051544754,0.00008983362,0.00084636937],"genre_scores_gemma":[0.993821,0.000069737005,0.00044702392,0.0001326245,0.000018721108,0.0008420553,0.00001818558,0.000016254933,0.0046343966],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9979971,0.00012863023,0.00029437276,0.00049562333,0.00034653587,0.0007377204],"domain_scores_gemma":[0.9987367,0.00006996848,0.00006371107,0.0010233412,0.000006571026,0.0000997022],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00063696795,0.00025414638,0.00022337279,0.00018946933,0.0011029235,0.000051383304,0.0008317744,0.00013243838,0.0015246839],"category_scores_gemma":[0.000031801228,0.00013205431,0.000103212704,0.00025909411,0.002041493,0.00032036545,0.0008928145,0.00018959201,0.0007943272],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018383906,0.0024968677,0.044803843,0.000015109796,0.000096608914,0.000033937213,0.011580334,0.0019278208,0.85896856,0.00027632734,0.0021531691,0.077463575],"study_design_scores_gemma":[0.000858109,0.0014517718,0.0379112,0.000008903159,0.00009095321,0.00009154784,0.0004550035,0.0035782126,0.9136104,0.0017081186,0.03978889,0.00044687858],"about_ca_topic_score_codex":0.00021460533,"about_ca_topic_score_gemma":0.0015527884,"teacher_disagreement_score":0.07701669,"about_ca_system_score_codex":0.0014548701,"about_ca_system_score_gemma":0.0000037966201,"threshold_uncertainty_score":0.99998367},"labels":[],"label_agreement":null},{"id":"W1490380672","doi":"10.2166/wst.2004.0322","title":"Relevance of the sludge retention time (SRT) as design criteria for wastewater treatment plants for the removal of endocrine disruptors and pharmaceuticals from wastewater","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Pharmaceutical and Antibiotic Environmental Impacts","field":"Environmental Science","cited_by":225,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"European Commission; Public Health Agency of Canada","keywords":"Effluent; Wastewater; Sewage treatment; Activated sludge; Nitrification; Environmental science; Pollutant; Environmental engineering; Environmental chemistry; Chemistry; Biology; Ecology","score_opus":0.03754268176412895,"score_gpt":0.3090574436318275,"score_spread":0.2715147618676986,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1490380672","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99359906,0.0001012955,0.00084786105,0.004179633,0.00015201238,0.0009740673,0.00005258686,0.000023443503,0.000070031514],"genre_scores_gemma":[0.9952891,0.000098157965,0.0040598074,0.00011226284,0.0000151515305,0.00003381784,0.0000036514452,0.0000115701405,0.00037646797],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99850655,0.000028678149,0.00028908954,0.00042336338,0.00024271416,0.00050960714],"domain_scores_gemma":[0.99934375,0.00011261109,0.000085084226,0.00036928922,0.0000080730615,0.00008116184],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033812417,0.00017789436,0.00021688192,0.000057863945,0.00025682666,0.000021447448,0.0005580259,0.00006778811,0.00013307027],"category_scores_gemma":[0.00007212153,0.00007966678,0.000072505565,0.00017405537,0.0026963092,0.00021577133,0.00040014365,0.000072346214,0.00003252818],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011345836,0.00010179099,0.00034203514,0.000007808465,0.00001307931,0.0000034136947,0.0002918251,0.00019950794,0.9951905,0.00007624878,0.000014983798,0.0036453302],"study_design_scores_gemma":[0.0010434013,0.00041675405,0.00052027265,0.000029743402,0.000056071058,0.00007046202,0.000078345394,0.0012534162,0.98487234,0.008059693,0.0034865197,0.00011300013],"about_ca_topic_score_codex":0.000060717157,"about_ca_topic_score_gemma":0.0000027930996,"teacher_disagreement_score":0.010318196,"about_ca_system_score_codex":0.00013383491,"about_ca_system_score_gemma":0.000013014835,"threshold_uncertainty_score":0.9934664},"labels":[],"label_agreement":null},{"id":"W149469288","doi":"10.2166/wst.2005.0509","title":"Fermentative hydrogen production in a system using anaerobic digester sludge without heat treatment as a biomass source","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Anaerobic Digestion and Biogas Production","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Hydrogen; Hydrogen production; Anaerobic exercise; Waste management; Biomass (ecology); Fermentative hydrogen production; Pulp and paper industry; Fermentation; Chemistry; Environmental science; Anaerobic digestion; Energy source; Methane; Biohydrogen; Food science; Natural gas; Biology; Engineering; Ecology; Organic chemistry","score_opus":0.012505440483839012,"score_gpt":0.24140301287851476,"score_spread":0.22889757239467576,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W149469288","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9965163,0.00006893654,0.00053968636,0.0013012525,0.00029167565,0.0003881947,7.0707e-7,0.00073681714,0.0001564301],"genre_scores_gemma":[0.99870133,0.000011072589,0.0009011479,0.000015433285,0.00006623787,0.00005294741,0.0000030943604,0.000018022527,0.0002306856],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986217,0.000017576349,0.00023244311,0.00048181307,0.00016218012,0.00048427848],"domain_scores_gemma":[0.9995696,0.0000013194475,0.000022107834,0.00030874024,0.000043325344,0.00005493295],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021505398,0.00019148472,0.00018533961,0.001048774,0.00016345935,0.00004177819,0.0002055601,0.000111874935,0.0000072281628],"category_scores_gemma":[0.000006736188,0.00014016236,0.000028288612,0.001131213,0.00039094072,0.0004591693,0.00005745787,0.000096136115,0.00010742622],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009030547,0.000053737007,0.0040288963,0.000008093216,0.000009999922,0.000006084549,0.0014627695,0.016195983,0.9744284,0.00026761927,0.0000034424788,0.0035259484],"study_design_scores_gemma":[0.00027621273,0.00012976059,0.00022626619,0.000035678113,0.000012005181,0.00023484477,0.0009528824,0.0043548346,0.9915245,0.000024988274,0.002047132,0.0001808802],"about_ca_topic_score_codex":0.00012391266,"about_ca_topic_score_gemma":0.000074404394,"teacher_disagreement_score":0.017096119,"about_ca_system_score_codex":0.0012803773,"about_ca_system_score_gemma":0.000035476158,"threshold_uncertainty_score":0.5715655},"labels":[],"label_agreement":null},{"id":"W1500874545","doi":"10.2166/wst.2002.0227","title":"Modeling diffuse pollution with a distributed approach","year":2002,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrology and Watershed Management Studies","field":"Environmental Science","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Surface runoff; Environmental science; Watershed; Water quality; Hydrology (agriculture); Distributed element model; Nonpoint source pollution; Pollution; Flood myth; Point source pollution; Geographic information system; Computer science; Remote sensing; Engineering; Geology","score_opus":0.01135496554617847,"score_gpt":0.18668700367155613,"score_spread":0.17533203812537768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1500874545","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8950544,0.000016026119,0.09229653,0.005152438,0.000045162476,0.00018205408,0.0000014584942,0.00029908988,0.0069528483],"genre_scores_gemma":[0.99762666,0.000010974428,0.0018060104,0.00018876369,0.0000052886658,0.00004231778,0.000002368607,0.0000059012536,0.0003117096],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984833,0.000011633677,0.00012224315,0.00051350205,0.00024173055,0.00062760455],"domain_scores_gemma":[0.99956155,0.0000014796208,0.000019868234,0.00035794338,0.000008910494,0.000050227332],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022128604,0.00013510334,0.0001255071,0.00024095633,0.0006086723,0.00002717415,0.0005800101,0.00008097028,0.00014743552],"category_scores_gemma":[0.000011787828,0.00008037383,0.000016817057,0.0010245858,0.0021717737,0.000349369,0.00063899864,0.00014159639,0.0004323105],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009732429,0.0020181485,0.13960013,0.000032530024,0.00009116104,0.0001476181,0.009239308,0.7223864,0.10521878,0.008034258,0.0018196711,0.011314658],"study_design_scores_gemma":[0.0010980087,0.00034365102,0.0010666086,0.000008499024,0.0000420551,0.00008584059,0.0006892045,0.9671883,0.019320365,0.0050275507,0.004560733,0.0005691942],"about_ca_topic_score_codex":0.000043091713,"about_ca_topic_score_gemma":0.000013773096,"teacher_disagreement_score":0.24480188,"about_ca_system_score_codex":0.00010952556,"about_ca_system_score_gemma":0.0000016310762,"threshold_uncertainty_score":0.8001991},"labels":[],"label_agreement":null},{"id":"W1510230874","doi":"10.2166/wst.2001.0393","title":"Modeling of a reactive primary clarifier","year":2001,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; Polytechnique Montréal","funders":"Vlaamse Instelling voor Technologisch Onderzoek","keywords":"Clarifier; Effluent; Flocculation; Environmental science; Residence time (fluid dynamics); Primary (astronomy); Sewage treatment; Suspended solids; Activated sludge model; Environmental engineering; Arithmetic underflow; Ammonium; Waste management; Particulates; Wastewater; Chemistry; Activated sludge; Engineering; Computer science","score_opus":0.01071143367374885,"score_gpt":0.21299754607281762,"score_spread":0.20228611239906877,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1510230874","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98802257,0.000017060116,0.0011431788,0.0005028211,0.00006189251,0.00012297089,6.177351e-7,0.00008974051,0.0100391675],"genre_scores_gemma":[0.99188036,0.000007739118,0.0075732837,0.00005048167,0.0000077337,0.000010823052,0.0000015626501,0.000006903741,0.0004610866],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99864453,0.000009999795,0.00017392436,0.0003959719,0.0003050265,0.00047055737],"domain_scores_gemma":[0.99951816,0.0000031058883,0.00002942386,0.00037636273,0.000018014873,0.000054957763],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026611667,0.00011577229,0.00015001255,0.0002909635,0.00015648309,0.0000144456135,0.0005863387,0.00010505928,0.00020750673],"category_scores_gemma":[0.0000080515065,0.0000757071,0.00003725729,0.00090707355,0.001184176,0.00037242705,0.00049081317,0.00012061198,0.00029756493],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018326316,0.000072542905,0.015877476,0.0000011875557,0.00000404671,0.000025960937,0.00041379526,0.00096211355,0.97944957,0.00012807376,0.000007594661,0.0030393177],"study_design_scores_gemma":[0.00026885598,0.00013208631,0.0005713665,0.0000060459893,0.000012718767,0.0001257992,0.00018946033,0.007532548,0.98374933,0.0063565304,0.00090184744,0.00015343931],"about_ca_topic_score_codex":0.00016607823,"about_ca_topic_score_gemma":0.000015964772,"teacher_disagreement_score":0.01530611,"about_ca_system_score_codex":0.00016562706,"about_ca_system_score_gemma":0.000017363394,"threshold_uncertainty_score":0.43631458},"labels":[],"label_agreement":null},{"id":"W1513821594","doi":"10.2166/wst.2000.0566","title":"Sources, trends, implications and remediation of mercury contamination of lakes in remote areas of Canada","year":2000,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Mercury impact and mitigation studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Environment and Climate Change Canada","funders":"","keywords":"Mercury (programming language); Environmental science; Biota; Environmental remediation; Remedial action; Deposition (geology); Sediment; Contamination; Environmental protection; Environmental engineering; Hydrology (agriculture); Environmental chemistry; Ecology; Geology; Chemistry","score_opus":0.006889108411989768,"score_gpt":0.22208167919421945,"score_spread":0.21519257078222967,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1513821594","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9955872,0.000037879927,0.00004459272,0.001536618,0.0000152078155,0.000059132803,0.0000057564143,0.0000073099436,0.0027062546],"genre_scores_gemma":[0.9995497,0.00004331353,0.00020122474,0.000016239635,0.000001415749,0.0000025730048,0.0000021505111,0.0000016209576,0.00018178111],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9992956,0.000010894412,0.0002271065,0.00014259267,0.00017356616,0.00015024464],"domain_scores_gemma":[0.9997038,0.000013245397,0.00008224669,0.00015249316,0.000023960052,0.000024218883],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002470077,0.00005009118,0.000122064375,0.00023630196,0.000055521792,0.0000019892639,0.00016533236,0.0000364581,0.0001502617],"category_scores_gemma":[0.000046069417,0.000038575,0.000007778549,0.00083183096,0.0010014385,0.00012698301,0.000056200475,0.000036931073,0.000001023536],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000063185485,0.00002925273,0.3293097,0.000008639865,0.0000027370097,3.6191588e-7,0.0022245618,0.00013271137,0.4738393,0.00044214577,0.00008695729,0.19391729],"study_design_scores_gemma":[0.00014733827,0.000046949386,0.5588971,0.000010624584,0.0000045246043,0.000004099018,0.00040388986,0.00020152603,0.43798748,0.0012615593,0.0009791574,0.000055748656],"about_ca_topic_score_codex":0.026017249,"about_ca_topic_score_gemma":0.09165434,"teacher_disagreement_score":0.22958739,"about_ca_system_score_codex":0.000061285755,"about_ca_system_score_gemma":0.00003634159,"threshold_uncertainty_score":0.9804686},"labels":[],"label_agreement":null},{"id":"W1514550968","doi":"10.2166/wst.2000.0209","title":"Production of biopesticides as a novel method of wastewater sludge utilization/disposal","year":2000,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Insect Resistance and Genetics","field":"Biochemistry, Genetics and Molecular Biology","cited_by":45,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Biopesticide; Wastewater; Bacillus thuringiensis; Spore; Pulp and paper industry; Environmental science; Waste management; Chemistry; Biotechnology; Biology; Environmental engineering; Pesticide; Agronomy; Botany; Bacteria","score_opus":0.013161097234047172,"score_gpt":0.28091997949778,"score_spread":0.26775888226373284,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1514550968","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9947619,0.00008478759,0.0039744237,0.00032076048,0.00010521793,0.00013020368,0.000003913901,0.000016220652,0.00060258136],"genre_scores_gemma":[0.98438686,0.00005391295,0.014554142,0.000034462533,0.000026950858,0.000010003962,0.000009710991,0.000008098258,0.00091583596],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99897474,0.000013157328,0.00022871773,0.00035950827,0.0001537705,0.00027008116],"domain_scores_gemma":[0.99928415,0.0000017233134,0.000054061984,0.00044013988,0.0001935035,0.000026434345],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002794637,0.00010080119,0.00013516724,0.00025214555,0.000076245226,0.000008455851,0.00038799728,0.0001406086,0.00004880267],"category_scores_gemma":[0.000059591828,0.00007271307,0.000034150988,0.00052138633,0.00089140836,0.000008296633,0.00010073873,0.00004983777,0.0000105508125],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039244525,0.000060215178,0.00046130212,0.000013901411,0.0000061364776,4.6526867e-7,0.00014211038,0.00022436258,0.9927038,0.00040554258,0.000015464066,0.005927481],"study_design_scores_gemma":[0.00013699014,0.00037259335,0.0002442321,0.000010856474,0.00001030672,0.000056316432,0.00008716265,0.00003864564,0.9940386,0.0007116875,0.004199176,0.00009344499],"about_ca_topic_score_codex":0.000016326274,"about_ca_topic_score_gemma":0.000010169111,"teacher_disagreement_score":0.010579718,"about_ca_system_score_codex":0.0000082809665,"about_ca_system_score_gemma":0.000088677174,"threshold_uncertainty_score":0.3284431},"labels":[],"label_agreement":null},{"id":"W1519382879","doi":"10.2166/wst.2000.0280","title":"Bioleaching of copper mining residues by Aspergillus niger","year":2000,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Metal Extraction and Bioleaching","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; Concordia University","funders":"Natural Resources Canada; McGill University","keywords":"Bioleaching; Aspergillus niger; Residue (chemistry); Copper; Chemistry; Leaching (pedology); Sucrose; Pulp and paper industry; Food science; Waste management; Environmental science; Biochemistry; Organic chemistry","score_opus":0.006768536589500249,"score_gpt":0.21665217574345036,"score_spread":0.2098836391539501,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1519382879","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9801626,0.00024915664,0.00038755767,0.0003233164,0.00018188174,0.000050075476,0.0000021254987,0.0004457499,0.018197533],"genre_scores_gemma":[0.9975924,0.00005192493,0.0013389733,0.000054357126,0.00001441615,0.0000040632935,0.0000019183349,0.000011166234,0.000930802],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99899685,0.000010760611,0.00021736664,0.00022970172,0.00016602316,0.00037930638],"domain_scores_gemma":[0.99965054,0.000007789343,0.000017040753,0.00025570876,0.00002286407,0.000046086818],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035848428,0.00011367417,0.0001535764,0.00043558583,0.0001496282,0.000029750707,0.00041222817,0.000116343785,0.00026039247],"category_scores_gemma":[0.000019607112,0.00007995483,0.000024780948,0.0005473464,0.0004211201,0.00024573356,0.000047370766,0.00019653919,0.00010972124],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000019820625,0.000009329925,0.00046614496,0.000005522961,0.0000034748255,0.0000018269395,0.00027183798,0.00044351924,0.9434168,0.0001481284,0.00029387156,0.05493756],"study_design_scores_gemma":[0.000086819535,0.00004276901,0.00007717928,0.000018968156,0.0000032607218,0.0000228532,0.00017165631,0.0021862104,0.9357623,0.00012650697,0.061360642,0.00014083729],"about_ca_topic_score_codex":0.000019593304,"about_ca_topic_score_gemma":0.0000067307756,"teacher_disagreement_score":0.061066773,"about_ca_system_score_codex":0.00003663965,"about_ca_system_score_gemma":0.000009456358,"threshold_uncertainty_score":0.32604635},"labels":[],"label_agreement":null},{"id":"W1523202346","doi":"10.2166/wst.2004.0578","title":"Development of sludge based stable aqueous Bacillus thuringiensis formulations","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Insect Resistance and Genetics","field":"Biochemistry, Genetics and Molecular Biology","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique","funders":"Natural Sciences and Engineering Research Council of Canada; U.S. Environmental Protection Agency","keywords":"Chemistry; Hydrolysis; Aqueous solution; Chromatography; Sodium; Sorbitol; Aqueous two-phase system; Ionic strength; Nuclear chemistry; Food science; Organic chemistry","score_opus":0.008678906507600899,"score_gpt":0.2275480594369979,"score_spread":0.21886915292939702,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1523202346","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9755909,0.0000970362,0.023280352,0.0002170886,0.0000694822,0.00010660574,0.0000030973722,0.000029001698,0.0006064492],"genre_scores_gemma":[0.95399,0.0000067692345,0.04579134,0.000070033086,0.000010753802,0.000015209513,0.000011718908,0.0000074542663,0.000096760734],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989218,0.0000037477191,0.00020177307,0.00030674276,0.00016422207,0.0004017152],"domain_scores_gemma":[0.9993408,0.00000118583,0.000043888125,0.0004116795,0.00016205086,0.000040431132],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001798663,0.00010413005,0.00010359382,0.00029499413,0.00023319437,0.0000132445375,0.00039810556,0.00013101696,0.0000082330625],"category_scores_gemma":[0.000025931888,0.00008155519,0.000030824664,0.0004282588,0.00047252915,0.0000061733103,0.00017813349,0.000055715554,0.000013512869],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008557077,0.000036509995,0.0002631203,0.000007015684,0.0000041371477,0.0000016726896,0.00017505493,0.00090832956,0.99567306,0.00037041242,0.0000046905247,0.0025474625],"study_design_scores_gemma":[0.0002694037,0.000105462284,0.00026365527,0.0000074319128,0.0000037349987,0.0000071415693,0.000069952905,0.000030335526,0.984895,0.00069437764,0.013532469,0.00012101785],"about_ca_topic_score_codex":0.000005914327,"about_ca_topic_score_gemma":0.00010410962,"teacher_disagreement_score":0.022510987,"about_ca_system_score_codex":0.00005046929,"about_ca_system_score_gemma":0.00039157312,"threshold_uncertainty_score":0.3325724},"labels":[],"label_agreement":null},{"id":"W1533060166","doi":"10.2166/wst.2001.0809","title":"Phosphorus removal from trout farm effluents by constructed wetlands","year":2001,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Constructed Wetlands for Wastewater Treatment","field":"Environmental Science","cited_by":66,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Montréal; Polytechnique Montréal","funders":"","keywords":"Effluent; Wetland; Trout; Phosphorus; Environmental science; Environmental engineering; Industrial effluent; Rainbow trout; Water resource management; Environmental chemistry; Fishery; Ecology; Fish <Actinopterygii>; Chemistry; Biology","score_opus":0.004421881318966148,"score_gpt":0.20066496148099403,"score_spread":0.19624308016202788,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1533060166","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9908263,0.000052276737,0.0002940899,0.0009293416,0.0003953501,0.0002762343,0.00003605217,0.00044418804,0.0067461617],"genre_scores_gemma":[0.99583113,0.000033651126,0.0029784064,0.00013293434,0.000016805161,0.00003442238,0.00004240247,0.000021085294,0.0009091704],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99674445,0.000024569226,0.00037333084,0.0010825314,0.00063128327,0.00114381],"domain_scores_gemma":[0.99877024,0.000013407385,0.000085683205,0.00088897476,0.000024077932,0.00021764099],"candidate_categories":["sts","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00019848265,0.00033603955,0.00031249138,0.00033524068,0.00046039064,0.00010644845,0.0013884517,0.00022601747,0.0013663578],"category_scores_gemma":[0.000026395184,0.00023665417,0.000062333,0.0015192459,0.0034399172,0.0003113107,0.0009888245,0.00025435138,0.0013774511],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003058821,0.00007540033,0.5263462,5.147078e-7,0.000013264675,0.00014392927,0.00022172663,0.000011897855,0.423864,0.0000599035,0.00016970288,0.049062874],"study_design_scores_gemma":[0.0020330632,0.00024299217,0.01522255,0.000016382732,0.000043251926,0.0009694389,0.0003447362,0.00042205435,0.9043697,0.0050711287,0.07064572,0.0006189459],"about_ca_topic_score_codex":0.0012830491,"about_ca_topic_score_gemma":0.00013842457,"teacher_disagreement_score":0.51112366,"about_ca_system_score_codex":0.00048096082,"about_ca_system_score_gemma":0.00002951277,"threshold_uncertainty_score":0.9995465},"labels":[],"label_agreement":null},{"id":"W1534167846","doi":"10.2166/wst.2002.0258","title":"Critical issues for stormwater ponds: learning from a decade of research","year":2002,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":31,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Queen's University","funders":"","keywords":"Stormwater; Stormwater management; Environmental science; Environmental planning; Hydrology (agriculture); Engineering; Environmental engineering; Surface runoff; Geotechnical engineering; Ecology","score_opus":0.05805867105204545,"score_gpt":0.3336706831436768,"score_spread":0.2756120120916314,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1534167846","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.970351,0.00014010824,0.006093563,0.016763441,0.00022115382,0.0004491846,0.000005538399,0.00030021076,0.0056758146],"genre_scores_gemma":[0.9897404,0.000011032433,0.0051032957,0.000047741243,0.00002883246,0.000094831754,0.0000020410541,0.000013646019,0.0049581956],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99739444,0.000049163293,0.00025459199,0.0006506415,0.0006568847,0.000994283],"domain_scores_gemma":[0.9991942,0.000076257194,0.000029191267,0.0005335061,0.000077899094,0.00008893994],"candidate_categories":["sts","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0010617184,0.00012592385,0.00017290753,0.0007325095,0.0006554387,0.00006241728,0.0012698979,0.00013246656,0.0019898645],"category_scores_gemma":[0.00044088977,0.00009397908,0.000042083913,0.001307371,0.005635257,0.00059569,0.0012581941,0.00031538334,0.0012268682],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014979015,0.00023628035,0.045052476,0.000015222597,0.000010316298,0.000013283918,0.004631595,0.00026563957,0.9316311,0.0059785447,0.009109277,0.0030412988],"study_design_scores_gemma":[0.0004411645,0.00061573816,0.0026585432,0.00003068469,0.000022515156,0.000008930128,0.0012286674,0.010554313,0.7195564,0.037924573,0.22658199,0.00037646465],"about_ca_topic_score_codex":0.00027358858,"about_ca_topic_score_gemma":0.000041205036,"teacher_disagreement_score":0.21747272,"about_ca_system_score_codex":0.00022587199,"about_ca_system_score_gemma":0.0000056001895,"threshold_uncertainty_score":0.9995508},"labels":[],"label_agreement":null},{"id":"W1539314079","doi":"10.2166/wst.2002.0283","title":"Strategies for augmenting the pentachlorophenol degradation potential of UASB anaerobic granules","year":2002,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Microbial bioremediation and biosurfactants","field":"Environmental Science","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique; Biotechnology Research Institute","funders":"Michigan State University","keywords":"Pentachlorophenol; Bioaugmentation; Anaerobic exercise; Chemistry; Bioreactor; Biofilm; Granule (geology); Degradation (telecommunications); Anaerobic respiration; Pulp and paper industry; Biodegradation; Methanogenesis; Environmental chemistry; Biostimulation; Enrichment culture; Microbiology; Methane; Bacteria; Microorganism; Bioremediation; Biology","score_opus":0.011855707815484768,"score_gpt":0.2098970606889343,"score_spread":0.19804135287344954,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1539314079","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99407387,0.000017132406,0.002852989,0.0019855173,0.00017066246,0.0002741747,0.0000048334837,0.000056117955,0.00056473],"genre_scores_gemma":[0.99801755,0.000012149037,0.0016830132,0.00007788487,0.0000105560575,0.000009598496,0.000002929241,0.0000042072866,0.00018211543],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989433,0.000011707081,0.00020044958,0.00027306032,0.00022757007,0.00034386612],"domain_scores_gemma":[0.99962765,0.0000063554053,0.00008280579,0.00023373132,0.000023264149,0.000026209795],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032965184,0.00008984307,0.00008958663,0.00013102179,0.00035412677,0.0000579045,0.00065049215,0.00006328809,0.00066556333],"category_scores_gemma":[0.000017497354,0.00005098486,0.00003395287,0.00056680146,0.001433228,0.00033880555,0.00021061911,0.000065244734,0.0001215112],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002768703,0.000028222366,0.0011304094,0.0000023441846,0.0000014099903,4.0416833e-7,0.0002717922,0.0000790955,0.992097,0.0005628901,0.0002058709,0.005617778],"study_design_scores_gemma":[0.00022588036,0.000098962075,0.0011621714,0.0000036442868,0.000009756219,0.000008210305,0.0010525965,0.0025404338,0.99053115,0.0019206135,0.0023352227,0.00011138497],"about_ca_topic_score_codex":0.000045009117,"about_ca_topic_score_gemma":0.000058638307,"teacher_disagreement_score":0.005506393,"about_ca_system_score_codex":0.00005269043,"about_ca_system_score_gemma":0.000007997924,"threshold_uncertainty_score":0.7287452},"labels":[],"label_agreement":null},{"id":"W1544627612","doi":"10.2166/wst.2001.0140","title":"Simulation and applications of a novel modified SBR system for biological nutrient removal","year":2001,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Stantec (Canada)","funders":"","keywords":"Sequencing batch reactor; Wastewater; Phosphorus; Sewage treatment; Environmental science; Flexibility (engineering); Activated sludge; Nutrient; Activated sludge model; Nitrogen; Reliability (semiconductor); Process engineering; Environmental engineering; Waste management; Chemistry; Engineering; Mathematics; Statistics","score_opus":0.025712211919468722,"score_gpt":0.25397129623273823,"score_spread":0.22825908431326952,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1544627612","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89880943,0.00001803736,0.10005179,0.00017082103,0.000030466437,0.00053355756,0.00000454353,0.00009207874,0.00028924365],"genre_scores_gemma":[0.9846,0.000002773392,0.015175197,0.000009516065,0.000014170403,0.000111127796,0.000003912212,0.000004362214,0.00007890956],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99896204,0.000005878816,0.00018497542,0.00038568221,0.00014786074,0.00031353085],"domain_scores_gemma":[0.9996092,0.000019963887,0.000052138672,0.00024497818,0.000023743367,0.00005000809],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024076902,0.000098512064,0.00013665213,0.00019386172,0.00021386411,0.00001571502,0.00030783928,0.00009834064,0.000009671837],"category_scores_gemma":[0.000012949693,0.00006225759,0.000028149456,0.00060415326,0.0010433277,0.00012097085,0.00023855818,0.000039680104,0.00001681312],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000046959594,0.00017942679,0.006160754,0.000008868518,0.0000050583208,0.000003860309,0.00017240057,0.0058839098,0.97462046,0.0066471817,0.000001981726,0.0062691392],"study_design_scores_gemma":[0.0014677262,0.00041111888,0.00063094817,0.00001332933,0.000026361522,0.00018008477,0.00042018972,0.0989751,0.88597053,0.004985326,0.0066633956,0.0002558821],"about_ca_topic_score_codex":0.000021927981,"about_ca_topic_score_gemma":0.000002834926,"teacher_disagreement_score":0.09309119,"about_ca_system_score_codex":0.00009915554,"about_ca_system_score_gemma":0.00000660322,"threshold_uncertainty_score":0.38441846},"labels":[],"label_agreement":null},{"id":"W1546693352","doi":"10.2166/wst.2004.0287","title":"Removal of odorous sulphur-containing gases by a new isolate from activated sludge","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Odor and Emission Control Technologies","field":"Chemical Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Resources Canada","funders":"","keywords":"16S ribosomal RNA; Activated sludge; Pseudomonas; Isolation (microbiology); Bacteria; Sulfur; Food science; Hydrogen sulfide; Microbiology; Chemistry; Biology; Environmental chemistry; Environmental engineering; Sewage treatment; Environmental science; Organic chemistry","score_opus":0.01187962990074139,"score_gpt":0.23221987258819088,"score_spread":0.22034024268744948,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1546693352","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9808222,0.00032770706,0.013459531,0.0032402822,0.00014254941,0.00010921909,0.000010262038,0.0013883711,0.0004998559],"genre_scores_gemma":[0.99384826,0.000019269062,0.005769339,0.00006090131,0.000022315366,0.000007636963,0.0000049490977,0.00001972806,0.0002475909],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99813557,0.0000049906225,0.00035022094,0.0005354017,0.00026182816,0.00071200094],"domain_scores_gemma":[0.9990854,0.000029609828,0.00008366372,0.00061685144,0.00007720644,0.000107224034],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001569696,0.0002187558,0.0003649286,0.00054813933,0.00012993015,0.00003074653,0.0011651303,0.0003419273,0.00006415362],"category_scores_gemma":[0.00039723483,0.00015926578,0.00006031042,0.0010568838,0.00068559847,0.00029764796,0.00044414922,0.00037853193,0.0000424774],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003165873,0.000027968837,0.00007805866,0.0000029835896,0.000010290474,0.00004450872,0.00020552313,0.00025253798,0.98818386,0.0012723118,0.000047556714,0.009842768],"study_design_scores_gemma":[0.000828409,0.00013566864,0.00001344051,0.00004870996,0.000010807622,0.00007050421,0.00027182186,0.0003572976,0.98385584,0.011102193,0.0030974215,0.00020789384],"about_ca_topic_score_codex":0.0006364799,"about_ca_topic_score_gemma":0.0000077908035,"teacher_disagreement_score":0.013026048,"about_ca_system_score_codex":0.00014595971,"about_ca_system_score_gemma":0.000098876655,"threshold_uncertainty_score":0.64946705},"labels":[],"label_agreement":null},{"id":"W1558506703","doi":"10.2166/wst.2001.0861","title":"Diel changes in iron concentrations in surface-flow constructed wetlands","year":2001,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Constructed Wetlands for Wastewater Treatment","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa; Carleton University; Institut National de la Recherche Scientifique","funders":"","keywords":"Diel vertical migration; Wetland; Environmental chemistry; Subsurface flow; Littoral zone; Chemistry; Ferrous; Environmental science; Hydrology (agriculture); Ecology; Oceanography; Geology; Biology; Groundwater","score_opus":0.006929609906394456,"score_gpt":0.21236366628000933,"score_spread":0.20543405637361487,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1558506703","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99330056,0.000014114123,0.00005158226,0.003086932,0.00015941315,0.00031367634,0.000005362859,0.00013398433,0.0029343646],"genre_scores_gemma":[0.99793315,0.000040635405,0.0017428896,0.000052576495,0.0000063597,0.000035774498,0.000009093981,0.0000089938585,0.00017054474],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9978554,0.000027048793,0.00027384574,0.0006440343,0.0002974413,0.00090220274],"domain_scores_gemma":[0.99939245,0.000012915057,0.000044063043,0.00044723708,0.00001230739,0.00009103001],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026397855,0.00019817767,0.00021815831,0.0005370727,0.00016069927,0.000046652767,0.0006370879,0.00015088255,0.0008148356],"category_scores_gemma":[0.0000227844,0.00014796628,0.000019579422,0.0022750872,0.0022420366,0.00030873745,0.00044558095,0.00021156664,0.00020514561],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009146154,0.00005535613,0.8211976,0.0000010945276,9.911253e-7,0.00008046402,0.0005269584,0.0009003227,0.17065217,0.00010367518,0.0000071005315,0.006465111],"study_design_scores_gemma":[0.0036190457,0.00043083567,0.31140968,0.000064462525,0.000015923533,0.00062463485,0.0017703907,0.013017436,0.6575512,0.005071,0.005529324,0.00089602586],"about_ca_topic_score_codex":0.00051021867,"about_ca_topic_score_gemma":0.01172012,"teacher_disagreement_score":0.5097879,"about_ca_system_score_codex":0.0005024607,"about_ca_system_score_gemma":0.000033122487,"threshold_uncertainty_score":0.89218783},"labels":[],"label_agreement":null},{"id":"W1560510545","doi":"10.2166/wst.2004.0153","title":"Multi-component kinetics of activated sludge treatment of bleached kraft mill effluent","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Adsorption and biosorption for pollutant removal","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia Hospital","funders":"","keywords":"Activated sludge; Effluent; Chemical oxygen demand; Biodegradation; Kraft paper; Pulp and paper industry; Paper mill; Wastewater; Volatile suspended solids; Biochemical oxygen demand; Chemistry; Sequencing batch reactor; Mixed liquor suspended solids; Waste management; Fraction (chemistry); Batch reactor; Degradation (telecommunications); Sewage treatment; Substrate (aquarium); Chromatography; Organic chemistry; Catalysis; Ecology","score_opus":0.01488739466453077,"score_gpt":0.24203306356767473,"score_spread":0.22714566890314397,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1560510545","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99730337,0.000016599468,0.0010177288,0.0010237645,0.000103117825,0.00024036645,0.00000788855,0.00008988049,0.00019730855],"genre_scores_gemma":[0.99305636,0.00002274855,0.006685299,0.000029048262,0.0000042852307,0.00000747695,0.0000027877554,0.000007268942,0.00018472705],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985082,0.000013116858,0.00033342518,0.00038640184,0.000353646,0.0004052156],"domain_scores_gemma":[0.9993588,0.0000039572387,0.00012119105,0.00040829467,0.000024990059,0.000082807186],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012249258,0.0001630348,0.00023337563,0.00034078464,0.00007362394,0.000007272237,0.0004883478,0.00012762028,0.00024259991],"category_scores_gemma":[0.000011915823,0.00010418599,0.00007258488,0.00089319085,0.0023227525,0.00011414099,0.00022612371,0.00006560468,0.00017196356],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000130222925,0.00064772443,0.0016819708,0.000002515681,0.0000050322265,0.0000035610888,0.00044401418,0.00080517825,0.9942003,0.000107152984,0.00000166263,0.0020879027],"study_design_scores_gemma":[0.0010338094,0.0006268401,0.0046930364,0.000008086264,0.000010197206,0.00002981872,0.000101878235,0.00015519098,0.9911833,0.00027365022,0.0017582614,0.00012594908],"about_ca_topic_score_codex":0.0001638982,"about_ca_topic_score_gemma":0.0000308023,"teacher_disagreement_score":0.00566757,"about_ca_system_score_codex":0.0004007554,"about_ca_system_score_gemma":0.000015878957,"threshold_uncertainty_score":0.8558278},"labels":[],"label_agreement":null},{"id":"W1563009191","doi":"10.2166/wst.2002.0030","title":"Regional frequency analysis of extreme rainfalls","year":2002,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrology and Drought Analysis","field":"Environmental Science","cited_by":96,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université de Moncton; McGill University","funders":"","keywords":"Environmental science; Hydrology (agriculture); Climatology; Geology; Geotechnical engineering","score_opus":0.01910994691090469,"score_gpt":0.21853250540595465,"score_spread":0.19942255849504995,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1563009191","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97629327,0.000056567245,0.001342571,0.0035722337,0.00004099802,0.00005833838,0.0000016144136,0.00013709639,0.01849729],"genre_scores_gemma":[0.9972884,0.00001823546,0.0016974312,0.0002540319,0.0000056917147,0.000008996406,0.0000018897815,0.0000050214476,0.00072028284],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99827456,0.000023335913,0.00028164333,0.0005258784,0.00038807522,0.0005064769],"domain_scores_gemma":[0.99917936,0.0000138706255,0.000079459474,0.0006321759,0.0000230378,0.00007211926],"candidate_categories":["sts","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00046549647,0.00012066435,0.00028075176,0.001371415,0.00023436714,0.000011409587,0.0010349137,0.00015557102,0.007119825],"category_scores_gemma":[0.00004327568,0.00008530575,0.00012530865,0.0069300565,0.0039348183,0.0002956665,0.00033196554,0.000136816,0.00089657714],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000039931856,0.00019354529,0.57908446,0.0000017012237,0.00018092165,0.000030149602,0.0015180327,0.0031927936,0.40591505,0.0040902575,0.0006971079,0.00509198],"study_design_scores_gemma":[0.0014337747,0.0008654986,0.122398145,0.00001818893,0.0031069159,0.0001547787,0.00068869645,0.21953966,0.496013,0.11135772,0.042240985,0.002182653],"about_ca_topic_score_codex":0.00015894212,"about_ca_topic_score_gemma":0.00028061427,"teacher_disagreement_score":0.45668632,"about_ca_system_score_codex":0.00008242442,"about_ca_system_score_gemma":0.0000058345872,"threshold_uncertainty_score":0.9998813},"labels":[],"label_agreement":null},{"id":"W1576335309","doi":"10.2166/wst.2001.0392","title":"Comparison of pollutant runoff in Lake Biwa tributaries, Japan and the brunette river watershed, Canada","year":2001,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Surface runoff; Tributary; Watershed; Environmental science; Pollutant; Hydrology (agriculture); Urban runoff; Storm; Nonpoint source pollution; Pollution; Stormwater; First flush; Water resource management; Geography; Geology; Meteorology; Ecology","score_opus":0.008340609877937328,"score_gpt":0.21250455003772803,"score_spread":0.2041639401597907,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1576335309","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.987675,0.00004273295,0.00022640942,0.010534031,0.00011780448,0.00027693182,0.000007660668,0.00004328021,0.001076139],"genre_scores_gemma":[0.99901867,0.000011098605,0.00022309023,0.00019893431,0.000004853946,0.000018183368,0.0000024442827,0.000005625981,0.0005170978],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9981989,0.0000327938,0.0003173924,0.00040223196,0.0003971831,0.00065148843],"domain_scores_gemma":[0.9993911,0.000015302594,0.00006756901,0.00045912672,0.0000110041465,0.000055935976],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00055599754,0.00013975217,0.0002462874,0.00027578554,0.000307257,0.000028618371,0.00091831974,0.00006416786,0.00020451714],"category_scores_gemma":[0.000029963769,0.000081523576,0.000018516135,0.0013284467,0.006010231,0.0002537288,0.000939035,0.00017809508,0.000031099167],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003581208,0.000053339496,0.97515976,0.0000029012622,0.000006317048,0.000015918005,0.0025750587,0.00053418876,0.017436303,0.0013454545,0.0007757079,0.0020592466],"study_design_scores_gemma":[0.0037276493,0.00024041299,0.5108164,0.000026004627,0.00006138958,0.00010200714,0.0029411167,0.010912063,0.08569117,0.008095296,0.37659907,0.0007874242],"about_ca_topic_score_codex":0.18819036,"about_ca_topic_score_gemma":0.7485853,"teacher_disagreement_score":0.56039494,"about_ca_system_score_codex":0.000275679,"about_ca_system_score_gemma":0.000042119966,"threshold_uncertainty_score":0.99669486},"labels":[],"label_agreement":null},{"id":"W1588623665","doi":"10.2166/wst.2000.0520","title":"Immobilization strategies for bioaugmentation of anaerobic reactors treating phenolic compounds","year":2000,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Anaerobic Digestion and Biogas Production","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique; National Research Council Canada; Biotechnology Research Institute; Université de Sherbrooke","funders":"","keywords":"Bioaugmentation; Phenol; Chemistry; Anaerobic exercise; Biodegradation; Hydraulic retention time; Pulp and paper industry; Bioreactor; Degradation (telecommunications); Anaerobic digestion; Chromatography; Bacteria; Waste management; Methane; Wastewater; Organic chemistry; Microorganism; Biology","score_opus":0.00950183737111463,"score_gpt":0.23203622543997446,"score_spread":0.22253438806885983,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1588623665","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9905588,0.000029304729,0.004446481,0.00013032851,0.00015819474,0.0001126029,0.0000013324035,0.00029861863,0.004264358],"genre_scores_gemma":[0.9984611,0.00002181027,0.0013404124,0.000005166592,0.0000137115385,0.000010156033,0.000010037104,0.0000046576097,0.0001329149],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996188,0.000002026048,0.00010091466,0.00010595648,0.000051423678,0.000120843295],"domain_scores_gemma":[0.9998466,0.0000018089453,0.000012720537,0.000094065384,0.000034675802,0.000010164537],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007463756,0.000047552527,0.00005477889,0.00025319093,0.00005508696,0.000016586187,0.000094066,0.0000573539,0.00005790426],"category_scores_gemma":[0.0000032026119,0.00003709817,0.000011503576,0.00042125108,0.00021004626,0.00018621668,0.0000057894667,0.000034670662,0.000018535222],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000031104673,0.00001670374,0.00016226791,0.000009764865,0.0000037313084,1.4192135e-7,0.00040341492,0.0037061688,0.926033,0.02826497,0.00011778567,0.0412789],"study_design_scores_gemma":[0.00013620059,0.0000941683,0.00018148457,0.000010190956,0.0000065401337,0.0000058220244,0.0005683191,0.0027744635,0.98497856,0.0032167314,0.007932673,0.00009482965],"about_ca_topic_score_codex":0.000004870912,"about_ca_topic_score_gemma":0.0000030019507,"teacher_disagreement_score":0.058945537,"about_ca_system_score_codex":0.000034495304,"about_ca_system_score_gemma":0.000012558248,"threshold_uncertainty_score":0.15128195},"labels":[],"label_agreement":null},{"id":"W1591354355","doi":"10.2166/wst.2004.0130","title":"Investigation on the behaviour of selected pharmaceuticals in the groundwater after infiltration of treated wastewater","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Pharmaceutical and Antibiotic Environmental Impacts","field":"Environmental Science","cited_by":75,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"European Commission; Public Health Agency of Canada","keywords":"Groundwater; Wastewater; Infiltration (HVAC); Groundwater recharge; Sewage treatment; Nutrient; Groundwater flow; Chemistry; Environmental science; Environmental chemistry; Environmental engineering; Geology; Aquifer; Geotechnical engineering","score_opus":0.03028560121815786,"score_gpt":0.26735419448453135,"score_spread":0.2370685932663735,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1591354355","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9932579,0.000004616473,0.000020626503,0.0060218144,0.00002566293,0.0002920359,0.0000017713842,0.000019149982,0.0003564405],"genre_scores_gemma":[0.99933916,0.0000056300964,0.00009550674,0.000509836,0.0000039672896,0.000017598753,0.0000021373337,0.000004959508,0.00002119829],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99866796,0.000057663165,0.00026818368,0.00025251444,0.00038585602,0.00036784212],"domain_scores_gemma":[0.9995953,0.000020370588,0.00005244112,0.00027852735,0.000009502714,0.00004384571],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0005702351,0.000120501856,0.000116804535,0.00015986977,0.000090343005,0.000018725374,0.0005495087,0.00007596436,0.00023282629],"category_scores_gemma":[0.000032333708,0.0000527358,0.000024610403,0.0011640816,0.0029556688,0.00025691796,0.00016162106,0.0001964842,0.000097466254],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016561822,0.00012324034,0.10005615,0.0000024662952,0.0000014217374,0.000004346752,0.00079474034,0.00015747207,0.8984181,0.00024235462,0.0000034728282,0.00017964348],"study_design_scores_gemma":[0.00023780376,0.00018318034,0.09862668,0.000016738997,0.000009601163,0.000012345847,0.000114305825,0.0000525581,0.8983507,0.002295797,0.000031406224,0.00006887214],"about_ca_topic_score_codex":0.00012654612,"about_ca_topic_score_gemma":0.000024510104,"teacher_disagreement_score":0.006081284,"about_ca_system_score_codex":0.00010539861,"about_ca_system_score_gemma":0.000010532611,"threshold_uncertainty_score":0.9997577},"labels":[],"label_agreement":null},{"id":"W1593954116","doi":"10.2166/wst.2002.0511","title":"Decay rate variability of active heterotrophic biomass","year":2002,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Respirometry; Heterotroph; Biomass (ecology); Respiration; Respiration rate; Respirometer; Ecology; Chemistry; Environmental chemistry; Biology; Biochemistry; Botany; Bacteria","score_opus":0.010959211769880602,"score_gpt":0.20852337539543933,"score_spread":0.19756416362555873,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1593954116","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99546176,0.000008697617,0.0001801322,0.0008537588,0.00011045552,0.00019097433,0.000003185781,0.0001097076,0.003081303],"genre_scores_gemma":[0.99734294,0.000004179629,0.0023766146,0.000021573695,0.000006853239,0.000019935751,8.816562e-7,0.000007353262,0.00021966475],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983346,0.000048655522,0.00021799651,0.00055347633,0.0002715543,0.0005737299],"domain_scores_gemma":[0.9992529,0.000011871682,0.00006109412,0.000575867,0.000018990393,0.000079270176],"candidate_categories":["sts","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0004358127,0.00015802232,0.00019060656,0.00028675847,0.0001987665,0.00001966044,0.0007975272,0.00011215326,0.0012734629],"category_scores_gemma":[0.00001591143,0.000101618825,0.00005252707,0.0011654876,0.0028825055,0.00035719265,0.00060415175,0.00010273928,0.0008175726],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008433504,0.000118139615,0.013220277,0.0000022530303,0.000005282908,0.000014815901,0.0002912276,0.000018306446,0.9814132,0.00008713922,0.000011321102,0.004809591],"study_design_scores_gemma":[0.00023371601,0.00016303285,0.0023444945,0.0000028333927,0.00000991257,0.00003620857,0.000025978734,0.00042424767,0.9929406,0.0030418788,0.00064943836,0.00012766542],"about_ca_topic_score_codex":0.000069589594,"about_ca_topic_score_gemma":0.000009630179,"teacher_disagreement_score":0.01152738,"about_ca_system_score_codex":0.00017580522,"about_ca_system_score_gemma":0.0000060247485,"threshold_uncertainty_score":0.9999604},"labels":[],"label_agreement":null},{"id":"W1600304389","doi":"10.2166/wst.2002.0572","title":"Evaluation of several respirometry-based activated sludge toxicity control strategies","year":2002,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydromantis Environmental Software Solutions (Canada)","funders":"Korea Science and Engineering Foundation","keywords":"Respirometer; Effluent; Respirometry; Toxicant; Activated sludge; Wastewater; Environmental science; Waste management; Sewage treatment; Environmental engineering; Benchmark (surveying); Toxicity; Engineering; Chemistry; Oxygen","score_opus":0.02292423258146145,"score_gpt":0.24792239138477343,"score_spread":0.22499815880331198,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1600304389","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9958554,0.00002050581,0.0006715097,0.00076449104,0.00007551612,0.00031484093,0.000003996313,0.00011803265,0.0021757232],"genre_scores_gemma":[0.9978794,8.7414537e-7,0.001946523,0.000051974734,0.000007005788,0.00002822197,0.000001683767,0.0000072746097,0.00007702889],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99769235,0.00008245157,0.00023002102,0.00044676982,0.0010397041,0.00050872564],"domain_scores_gemma":[0.99933594,0.000012238172,0.00007904872,0.00043127386,0.00007821198,0.0000632789],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0012112377,0.00015892622,0.0001892889,0.0004774403,0.00020542913,0.00004177342,0.0006043981,0.00012458191,0.0019223343],"category_scores_gemma":[0.000052807776,0.00010726229,0.000047348574,0.0014124935,0.0015852062,0.00052027404,0.00014535151,0.00011173448,0.00028948084],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012161021,0.0001301634,0.0035828194,0.0000014828837,0.000007438146,0.000003669234,0.00014702773,0.0035946134,0.98941237,0.00004290701,0.000025862842,0.0030394783],"study_design_scores_gemma":[0.0010576044,0.00025244386,0.0021824858,0.000004375018,0.000042889846,0.000009041552,0.000096559736,0.029017627,0.9654652,0.001599698,0.00013596889,0.00013611816],"about_ca_topic_score_codex":0.000060182858,"about_ca_topic_score_gemma":0.000021278041,"teacher_disagreement_score":0.025423013,"about_ca_system_score_codex":0.00032137128,"about_ca_system_score_gemma":0.000035914232,"threshold_uncertainty_score":0.99899006},"labels":[],"label_agreement":null},{"id":"W161512364","doi":"10.2166/wst.2005.0448","title":"Modeling ammonia removal in aerated facultative lagoons","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Facultative; Aeration; Ammonia; Facultative lagoon; Activated sludge; Aerated lagoon; Separator (oil production); Environmental science; Environmental engineering; Chemistry; Inert; Environmental chemistry; Pulp and paper industry; Waste management; Wastewater; Ecology; Biology","score_opus":0.012243279336729022,"score_gpt":0.2381528070539644,"score_spread":0.22590952771723538,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W161512364","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99518734,0.000020416684,0.00036335338,0.0020502694,0.000050803952,0.00018598283,0.0000014956647,0.0001827719,0.0019575825],"genre_scores_gemma":[0.96918464,0.0000045520865,0.030077254,0.00007974921,0.00001282963,0.000022067356,0.0000032457308,0.000010031184,0.0006056481],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9980416,0.000016772634,0.0002393797,0.0005954657,0.00031576335,0.0007910086],"domain_scores_gemma":[0.99957967,0.0000034645939,0.000023794113,0.00029387794,0.000016959804,0.000082233186],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000332753,0.00018163842,0.00017039596,0.0004688067,0.00025101958,0.00004837986,0.0006838885,0.00011833421,0.00021164925],"category_scores_gemma":[0.000013773567,0.00012375251,0.000031804575,0.0015158053,0.0009786678,0.0005803062,0.00047228762,0.00019150358,0.0015194251],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018653065,0.00013353702,0.008168631,8.662071e-7,0.000004008524,0.00010934333,0.0020877717,0.028055131,0.9517464,0.00020916174,0.000018103712,0.00944836],"study_design_scores_gemma":[0.0006014257,0.000087468245,0.00037076717,0.000007723121,0.000006603584,0.00013776934,0.00042159754,0.10386462,0.89037323,0.0019696327,0.0018925715,0.00026657424],"about_ca_topic_score_codex":0.00030813456,"about_ca_topic_score_gemma":0.00074215245,"teacher_disagreement_score":0.075809486,"about_ca_system_score_codex":0.00039553217,"about_ca_system_score_gemma":0.00002129532,"threshold_uncertainty_score":0.999258},"labels":[],"label_agreement":null},{"id":"W161537222","doi":"10.2166/wst.2004.0689","title":"Electron-optical characterization of nano- and micro-particles in raw and treated waters: an overview","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Geological Studies and Exploration","field":"Earth and Planetary Sciences","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Environment and Climate Change Canada","funders":"","keywords":"Colloid; Transmission electron microscopy; Nanoparticle; Characterization (materials science); Agglomerate; Electron microscope; Dynamic light scattering; Spectroscopy; Materials science; Environmental scanning electron microscope; Nanotechnology; Scanning electron microscope; Nano-; Chemical engineering; Environmental chemistry; Mineralogy; Chemistry; Optics; Composite material; Organic chemistry","score_opus":0.017392827265646647,"score_gpt":0.21603181061103185,"score_spread":0.1986389833453852,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W161537222","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99781543,0.00017564242,0.00003594388,0.001818063,0.000019315572,0.00008706757,0.0000013325811,0.00002795564,0.000019263876],"genre_scores_gemma":[0.99922156,0.00038499423,0.00032123647,0.000051515523,0.0000039762267,0.0000015799684,0.000011965618,8.1430534e-7,0.0000023616672],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999257,0.000011313392,0.00013656508,0.00023391478,0.0000776195,0.000283569],"domain_scores_gemma":[0.99982643,0.00000410209,0.00002238318,0.000081191596,0.000024570063,0.00004129318],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019345863,0.00006776553,0.00012173877,0.00016590527,0.0001120358,0.000028728182,0.000110545145,0.000052474166,0.0000127851445],"category_scores_gemma":[0.000013358377,0.00004053896,0.0000058262553,0.00041120706,0.0007284977,0.00033028293,0.000033320102,0.00004958323,0.00000847777],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013287685,0.000018537225,0.2549075,0.0000051722664,0.0000010071424,0.0000030704525,0.00034560915,0.000045788194,0.73425114,0.0005439367,5.4197482e-8,0.009864921],"study_design_scores_gemma":[0.00020066141,0.00039624856,0.373908,0.000008136464,0.000002655643,0.00001527602,0.00011399105,0.00023947464,0.61999595,0.005014117,0.00004071084,0.00006478651],"about_ca_topic_score_codex":0.00030630297,"about_ca_topic_score_gemma":0.00046573134,"teacher_disagreement_score":0.119000494,"about_ca_system_score_codex":0.000005085081,"about_ca_system_score_gemma":0.000009700103,"threshold_uncertainty_score":0.268418},"labels":[],"label_agreement":null},{"id":"W1678094186","doi":"10.2166/wst.2015.460","title":"Impacts of variable pH on stability and nutrient removal efficiency of aerobic granular sludge","year":2015,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; Università degli Studi di Firenze; European Commission","keywords":"Chemistry; Chemical oxygen demand; Extracellular polymeric substance; Effluent; Phosphorus; Nitrogen; Activated sludge; Enhanced biological phosphorus removal; Nutrient; Environmental chemistry; Pulp and paper industry; Wastewater; Environmental engineering; Organic chemistry","score_opus":0.012895831020965386,"score_gpt":0.21772138443647304,"score_spread":0.20482555341550765,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1678094186","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981491,0.000054473992,0.00018426726,0.00021545259,0.00009630665,0.00025205166,0.00000385657,0.000051237217,0.0009932308],"genre_scores_gemma":[0.9947985,0.0000047004005,0.005128791,0.000016829295,0.00000409472,0.0000060591215,0.0000014792327,0.0000063538705,0.000033234926],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981794,0.00003222486,0.00028668123,0.0004918732,0.00049480185,0.00051501923],"domain_scores_gemma":[0.9991619,0.000012190124,0.000088316,0.00054697326,0.000042806492,0.00014779699],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0009724771,0.00015982948,0.00025733208,0.0002888081,0.00010834667,0.000013644921,0.00055396615,0.00010362277,0.00008257097],"category_scores_gemma":[0.00006453487,0.00010230829,0.000032419757,0.0011233507,0.0027970718,0.00022358054,0.00051186467,0.00010061008,0.00004575951],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000046931935,0.00025110468,0.03577036,0.000007861524,0.0000026704622,0.000009580291,0.0006742254,0.000030799078,0.96211755,0.000831989,0.000012265891,0.00024466927],"study_design_scores_gemma":[0.000582574,0.0007939519,0.00083703164,0.000011644222,0.000012510203,0.00005417507,0.00017868009,0.00012017335,0.9914302,0.0055855243,0.0002807598,0.00011274766],"about_ca_topic_score_codex":0.00027810998,"about_ca_topic_score_gemma":0.000011135579,"teacher_disagreement_score":0.03493333,"about_ca_system_score_codex":0.00016889788,"about_ca_system_score_gemma":0.00004670565,"threshold_uncertainty_score":0.99991673},"labels":[],"label_agreement":null},{"id":"W172282453","doi":"10.2166/wst.2004.0626","title":"Production of class A biosolids with anoxic low dose alkaline treatment and odor management","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Fecal contamination and water quality","field":"Environmental Science","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Biosolids; Lime; Fecal coliform; Chemistry; Environmental chemistry; Environmental science; Environmental engineering; Biology; Water quality; Ecology","score_opus":0.008658989536485586,"score_gpt":0.226135185084661,"score_spread":0.2174761955481754,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W172282453","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9935693,0.0000047992357,0.0005943461,0.004619228,0.000059544993,0.00029035338,7.9493213e-7,0.000073211966,0.0007884088],"genre_scores_gemma":[0.9971659,0.000013522695,0.0021347413,0.00007019298,0.000004630434,0.000029725386,0.0000013481058,0.0000043035616,0.0005755881],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99894005,0.0000117272175,0.0001465347,0.00042952623,0.00019718688,0.00027498393],"domain_scores_gemma":[0.9995822,0.0000015798455,0.00004102325,0.00031126564,0.000014860144,0.000049084825],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026665794,0.00010748403,0.000116118186,0.00022910717,0.0001325067,0.000017097025,0.00022081437,0.000046953395,0.000041050942],"category_scores_gemma":[0.000005645184,0.0000618674,0.000012661245,0.0007009628,0.0018327299,0.0002464841,0.00019874524,0.000043442924,0.000058804668],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052871317,0.00050298724,0.010173814,0.000026425663,0.000012167798,0.000022529832,0.0018231281,0.0006135303,0.9444906,0.003381383,0.000010940201,0.038889617],"study_design_scores_gemma":[0.00073682587,0.0006283367,0.007692495,0.000015270713,0.000011631949,0.000032986343,0.00025662556,0.000058805894,0.9862005,0.0024853821,0.0017573121,0.00012379917],"about_ca_topic_score_codex":0.0001037436,"about_ca_topic_score_gemma":0.000096072115,"teacher_disagreement_score":0.041709922,"about_ca_system_score_codex":0.00022911062,"about_ca_system_score_gemma":0.0000089758205,"threshold_uncertainty_score":0.675277},"labels":[],"label_agreement":null},{"id":"W174942030","doi":"10.2166/wst.2005.0671","title":"Performance comparison of a pilot-scale membrane bioreactor and a full-scale sequencing batch reactor with sand filtration: treatment of low strength wastewater from a northern Canadian Aboriginal Community","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Manitoba","funders":"","keywords":"Effluent; Wastewater; Membrane bioreactor; Sequencing batch reactor; Environmental science; Filtration (mathematics); Sewage treatment; Bioreactor; Suspended solids; Environmental engineering; Waste management; Total suspended solids; Pulp and paper industry; Chemistry; Engineering; Chemical oxygen demand","score_opus":0.011766333398029644,"score_gpt":0.22274334636497814,"score_spread":0.21097701296694849,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W174942030","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989443,0.000025496069,0.0000045613438,0.0003031045,0.00002897803,0.00026851776,0.0000446334,0.000041059815,0.00033936262],"genre_scores_gemma":[0.9938706,0.00001631687,0.005975233,0.000007634264,0.000015566244,0.000021572845,0.000026853724,0.000011918583,0.000054261574],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984437,0.000038155442,0.00031808362,0.00037619038,0.0003048199,0.00051901076],"domain_scores_gemma":[0.9991323,0.000017135837,0.00011567154,0.000521374,0.000035065397,0.00017846686],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001535537,0.00024276845,0.0003638666,0.00027654215,0.00030426608,0.000030237374,0.00042879704,0.0000938219,0.00015526521],"category_scores_gemma":[0.0000018643068,0.00014908449,0.000028643182,0.00048810244,0.0017070894,0.0004114624,0.000079250865,0.0001417806,0.00002820008],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000761499,0.00020898398,0.31590623,0.0000063273546,0.000011675765,0.000002792169,0.0055547915,0.00007321365,0.67517585,6.5671856e-7,9.358592e-7,0.0029823799],"study_design_scores_gemma":[0.00083673233,0.002048935,0.014384039,0.000032910546,0.00003867096,0.000035331912,0.0011241541,0.0012829875,0.9797634,0.000010143325,0.00026030873,0.00018238387],"about_ca_topic_score_codex":0.063672625,"about_ca_topic_score_gemma":0.3716705,"teacher_disagreement_score":0.30799788,"about_ca_system_score_codex":0.00056567485,"about_ca_system_score_gemma":0.00012768408,"threshold_uncertainty_score":0.94256246},"labels":[],"label_agreement":null},{"id":"W180563382","doi":"10.2166/wst.2004.0691","title":"Dynamic digital image analysis: emerging technology for particle characterization","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality Monitoring Technologies","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Government of Canada","keywords":"Range (aeronautics); Particle (ecology); Characterization (materials science); Particle size; Sample (material); Process engineering; Dynamic range; Digital imaging; Digital image; Computer science; Environmental science; Image processing; Materials science; Engineering; Nanotechnology; Artificial intelligence; Computer vision; Chemistry; Image (mathematics); Chemical engineering; Composite material; Geology; Chromatography","score_opus":0.00886765857410398,"score_gpt":0.2538454271852781,"score_spread":0.2449777686111741,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W180563382","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8935236,0.0000064655483,0.09213929,0.012319021,0.00014701912,0.00032075236,0.000011970169,0.0014739807,0.00005790454],"genre_scores_gemma":[0.9858672,0.000004479821,0.013766393,0.00003272226,0.000008004611,0.0001608881,0.000018435057,0.000018274672,0.0001236252],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99738973,0.0000064968985,0.0003705382,0.00087465375,0.00034206713,0.0010165009],"domain_scores_gemma":[0.9988626,0.000007719207,0.00010405952,0.000907217,0.000051350045,0.00006702143],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00042286795,0.00022382615,0.0002767576,0.001312203,0.00049818185,0.0001838277,0.0015699104,0.00024054816,0.000033453267],"category_scores_gemma":[0.00017755103,0.00017736008,0.000082316394,0.0059293145,0.0031600904,0.0012316295,0.001191943,0.00019393789,0.00035901868],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005624801,0.00006964299,0.027613146,0.000003591754,0.000019149931,0.0000064218543,0.00026738032,0.00052538415,0.96255016,0.0013785752,0.0000014542501,0.007559486],"study_design_scores_gemma":[0.00031332282,0.00015219934,0.004294219,0.000007071311,0.000051645075,0.000015498894,0.00041437257,0.0017917855,0.9516551,0.039896235,0.0011080398,0.000300529],"about_ca_topic_score_codex":0.000017632521,"about_ca_topic_score_gemma":0.000014954085,"teacher_disagreement_score":0.092343576,"about_ca_system_score_codex":0.00049465493,"about_ca_system_score_gemma":0.000022141698,"threshold_uncertainty_score":0.9995527},"labels":[],"label_agreement":null},{"id":"W191305187","doi":"10.2166/wst.2004.0001","title":"Trends in optical monitoring","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality Monitoring and Analysis","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Process engineering; Spectrophotometry; Computer science; Biochemical engineering; Environmental science; Wastewater; Remote sensing; Systems engineering; Engineering; Environmental engineering; Chemistry; Chromatography","score_opus":0.015855682641013304,"score_gpt":0.26800919601607476,"score_spread":0.2521535133750615,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W191305187","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9945689,0.0000049625523,0.0003072642,0.0031210042,0.0001692505,0.000023158285,1.6887608e-7,0.00013673582,0.0016685996],"genre_scores_gemma":[0.99682915,0.0000018652556,0.0028174208,0.000010193291,0.000029564299,0.000010437264,3.6592436e-7,0.0000053662725,0.0002956391],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99836874,0.000008236809,0.00018732176,0.0004672836,0.00034282784,0.00062559283],"domain_scores_gemma":[0.9995287,0.0000031819297,0.000017644012,0.00036508264,0.0000064534397,0.00007892584],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048443628,0.00010718649,0.00013259544,0.0008286382,0.00017400499,0.000046732916,0.0007100258,0.00009196931,0.0000770607],"category_scores_gemma":[0.000020372281,0.00007636439,0.000033841014,0.002591708,0.0012168222,0.00030151935,0.00046911556,0.000188605,0.00048510692],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000023536704,0.0000879225,0.15776135,9.77773e-7,0.0000016356173,0.000043427477,0.0009573574,0.0051536653,0.8126528,0.0005363776,0.0000031169432,0.022799013],"study_design_scores_gemma":[0.00017801368,0.000044765467,0.021304488,0.00000854805,0.0000032696862,0.000012108568,0.00020526379,0.000033062475,0.9725471,0.005141821,0.000384761,0.00013676233],"about_ca_topic_score_codex":0.00034260523,"about_ca_topic_score_gemma":0.000008353447,"teacher_disagreement_score":0.15989433,"about_ca_system_score_codex":0.00037926625,"about_ca_system_score_gemma":0.000007792756,"threshold_uncertainty_score":0.623523},"labels":[],"label_agreement":null},{"id":"W1919522467","doi":"10.2166/wst.2015.369","title":"Application of XCMS Online and toxicity bioassays to the study of transformation products of levofloxacin","year":2015,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Pharmaceutical and Antibiotic Environmental Impacts","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University; Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Public Health Agency of Canada; Université de Sherbrooke","keywords":"Antimicrobial; Broth microdilution; Levofloxacin; Bioassay; Chemistry; Chromatography; Toxicity; Food science; Minimum inhibitory concentration; Microbiology; Biology; Antibiotics; Biochemistry; Organic chemistry","score_opus":0.029226089234568615,"score_gpt":0.28630130801175613,"score_spread":0.25707521877718753,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1919522467","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99521923,0.000008080974,0.0010691684,0.0030359274,0.00002070162,0.00043596837,0.000004697661,0.000011429456,0.00019478878],"genre_scores_gemma":[0.99948347,0.0000035372425,0.00045094572,0.00004507083,0.0000027398753,0.0000034755985,7.5375635e-7,0.000002037541,0.000007945029],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991515,0.00001576548,0.00020311681,0.00018857133,0.0002804714,0.00016056527],"domain_scores_gemma":[0.99963045,0.000004430159,0.00005440499,0.00023938317,0.000014168634,0.000057182584],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005042896,0.000061349645,0.00011054083,0.00010079366,0.000043666507,0.0000032068351,0.00036049326,0.000030087018,0.000007388135],"category_scores_gemma":[0.00003761916,0.00003370265,0.0000071707777,0.0007306735,0.0011746819,0.00016870064,0.00026266385,0.000053699285,0.000010403694],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008551426,0.00037395736,0.017208839,0.000005992732,0.00000125471,1.2814743e-7,0.002078118,0.00035179273,0.9688762,0.00006023162,0.000005366948,0.0110296],"study_design_scores_gemma":[0.00019011596,0.00047391417,0.017318377,0.0000036005551,0.0000059188005,0.0000033196338,0.0011582813,0.0008868241,0.97930384,0.00036849699,0.00024394268,0.000043364693],"about_ca_topic_score_codex":0.0001216384,"about_ca_topic_score_gemma":0.00004196226,"teacher_disagreement_score":0.010986236,"about_ca_system_score_codex":0.00003279822,"about_ca_system_score_gemma":0.00000623971,"threshold_uncertainty_score":0.43281645},"labels":[],"label_agreement":null},{"id":"W1922328182","doi":"10.2166/wst.2015.368","title":"An event-based hydrologic simulation model for bioretention systems","year":2015,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Wisconsin Department of Natural Resources; U.S. Department of Agriculture","keywords":"Bioretention; Stormwater; Environmental science; Evapotranspiration; Hydrology (agriculture); Storm; Drainage; Infiltration (HVAC); Soil water; Low-impact development; Environmental engineering; Surface runoff; Soil science; Engineering; Geotechnical engineering; Stormwater management; Meteorology; Geography; Ecology","score_opus":0.03906466627127564,"score_gpt":0.27879839224833197,"score_spread":0.23973372597705633,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1922328182","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.434791,0.000004425994,0.56375396,0.00048449019,0.00015622293,0.00039417675,0.0000027955978,0.00026053682,0.00015235337],"genre_scores_gemma":[0.995731,1.6490712e-7,0.0036703697,0.00008056744,0.000012001978,0.00014932742,0.000013959351,0.000009715625,0.00033290972],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99828947,0.00002120298,0.00020755442,0.00053625443,0.00034938077,0.0005961418],"domain_scores_gemma":[0.9992416,0.0000053007325,0.00006281817,0.0005348189,0.000043852644,0.00011159405],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00097093935,0.00012541057,0.000111033936,0.00041948655,0.0003465052,0.00007079191,0.00075331563,0.00011562124,0.000016101165],"category_scores_gemma":[0.000034478475,0.00009280916,0.000029452967,0.0007234284,0.0009567252,0.0007389735,0.00023753766,0.000066636676,0.00021754888],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007506373,0.00005201881,0.005547674,0.000002051921,9.542896e-7,6.423539e-7,0.00011220225,0.94791925,0.04535255,0.000726149,0.00008142256,0.00019759029],"study_design_scores_gemma":[0.00029462198,0.00023181336,0.00011302244,0.0000022084573,0.000010904178,0.0000012384573,0.00006807236,0.98463213,0.008610418,0.0046834187,0.0012106278,0.00014150188],"about_ca_topic_score_codex":0.000056410707,"about_ca_topic_score_gemma":0.000019381383,"teacher_disagreement_score":0.56093997,"about_ca_system_score_codex":0.00042065923,"about_ca_system_score_gemma":0.000024952964,"threshold_uncertainty_score":0.37846476},"labels":[],"label_agreement":null},{"id":"W1953081547","doi":"10.2166/wst.2016.014","title":"Application of forward osmosis membrane technology for oil sands process-affected water desalination","year":2016,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Natural Resources; University of Alberta","funders":"","keywords":"Oil sands; Desalination; Tailings; Forward osmosis; Fouling; Cellulose triacetate; Asphalt; Reverse osmosis; Brine; Extraction (chemistry); Waste management; Environmental science; Membrane; Membrane technology; Environmental engineering; Chemistry; Engineering; Materials science; Chromatography","score_opus":0.006755430070746582,"score_gpt":0.24844763704536998,"score_spread":0.2416922069746234,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1953081547","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93694234,0.000011263176,0.05042625,0.01029832,0.000097999946,0.00052990555,0.000007748529,0.0009780735,0.0007080939],"genre_scores_gemma":[0.9938177,0.00001844988,0.0049132803,0.000041864594,0.000009386395,0.0007855949,0.0000076846145,0.00002079356,0.00038527857],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.997422,0.000015999176,0.00047040437,0.00085777725,0.0004372416,0.0007965863],"domain_scores_gemma":[0.998728,0.000027352624,0.00016026084,0.0008696607,0.00016116127,0.00005360187],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.000782901,0.00023430413,0.00031107894,0.00126128,0.00031055056,0.000021725276,0.0015535452,0.00044082603,0.00015050959],"category_scores_gemma":[0.00029566095,0.00012588283,0.00005489087,0.002087971,0.0036378526,0.0006130669,0.0005176166,0.00012004118,0.00029055515],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016750562,0.000056295514,0.0033264547,0.000024195662,0.0000042454876,3.8939908e-7,0.00011321855,0.000057929632,0.9054411,0.0018250158,0.000019880452,0.08911449],"study_design_scores_gemma":[0.0005400473,0.00024444115,0.00018706919,0.000016076308,0.000014664343,0.000014528302,0.000099818295,0.0006299128,0.9673881,0.027876046,0.0027679862,0.00022131078],"about_ca_topic_score_codex":0.0000122333095,"about_ca_topic_score_gemma":0.000023459881,"teacher_disagreement_score":0.08889318,"about_ca_system_score_codex":0.00022252832,"about_ca_system_score_gemma":0.000026552512,"threshold_uncertainty_score":0.9990737},"labels":[],"label_agreement":null},{"id":"W1956745315","doi":"10.2166/wst.2004.0134","title":"Pharmaceutical rejection by membranes for wastewater reclamation and reuse","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Pharmaceutical and Antibiotic Environmental Impacts","field":"Environmental Science","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Public Health Agency of Canada","keywords":"Chemistry; Membrane; Chromatography; Wastewater; Ibuprofen; Membrane bioreactor; Effluent; Environmental engineering; Environmental science; Biochemistry; Pharmacology","score_opus":0.01664103442304551,"score_gpt":0.28008359188995285,"score_spread":0.26344255746690737,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1956745315","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9857186,0.0000416377,0.0009610735,0.012287356,0.00011320403,0.00027006105,0.0000035806854,0.00011153655,0.0004929184],"genre_scores_gemma":[0.996923,0.00008315728,0.0023125638,0.0004247119,0.000012514782,0.000014082594,0.0000036131755,0.000008662053,0.00021764154],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986608,0.000008691838,0.00015430641,0.00044625188,0.00021006033,0.00051989406],"domain_scores_gemma":[0.99957603,0.000008229609,0.00002450796,0.00024690432,0.000004672319,0.00013966416],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003274605,0.0001257124,0.000105680396,0.0001139258,0.00032421862,0.000047441943,0.00038913402,0.00009828815,0.0001281804],"category_scores_gemma":[0.000052593798,0.00008443166,0.000020009862,0.00033333714,0.0019568715,0.00052964356,0.000467745,0.00011910219,0.00018978771],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001371663,0.000059669706,0.0010712716,0.000009835499,0.0000015197452,0.0000016612171,0.00018608323,0.00007928867,0.99508846,0.00009756098,0.000086837426,0.0033040917],"study_design_scores_gemma":[0.000532065,0.00012807766,0.0002268048,0.0000074956793,0.000010141473,0.00005493579,0.00005538898,0.00036054992,0.9734455,0.0085293325,0.01651069,0.00013903336],"about_ca_topic_score_codex":0.000021658421,"about_ca_topic_score_gemma":0.0000023732216,"teacher_disagreement_score":0.02164298,"about_ca_system_score_codex":0.00016764828,"about_ca_system_score_gemma":0.0000053495396,"threshold_uncertainty_score":0.7210174},"labels":[],"label_agreement":null},{"id":"W1963911623","doi":"10.2166/wst.2010.044","title":"Benchmark Simulation Model No 2: finalisation of plant layout and default control strategy","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":205,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Benchmarking; Benchmark (surveying); Control (management); Task (project management); Process (computing); Engineering; Reliability engineering; Computer science; Simulation; Systems engineering; Artificial intelligence","score_opus":0.008224758848596815,"score_gpt":0.21947770607436998,"score_spread":0.21125294722577317,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1963911623","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977244,0.000004350578,0.0011162336,0.00015786834,0.00006413512,0.000169507,0.000011505504,0.00004739183,0.0007045671],"genre_scores_gemma":[0.99606955,0.0000010597322,0.0037783927,0.000018571747,0.000008185854,0.00000868927,0.0000069248945,0.000004539048,0.00010407622],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989892,0.000008467985,0.00016674865,0.0003119943,0.00022525353,0.00029833536],"domain_scores_gemma":[0.9996247,0.000011325669,0.000052823016,0.00023478459,0.000024815992,0.00005154941],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026325128,0.00010734592,0.000121591984,0.00017074867,0.00015170149,0.000025222143,0.00027756172,0.000113573384,0.00012954087],"category_scores_gemma":[0.000020973866,0.000071534814,0.00001879134,0.00024308127,0.0011274406,0.00032535798,0.00013790405,0.00011191147,0.00007227234],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018749546,0.000033035823,0.013975538,0.0000019221993,0.000002351425,0.000003184617,0.0001775619,0.0300607,0.954083,0.0003984867,0.0000064065607,0.001239053],"study_design_scores_gemma":[0.00049269514,0.00015933425,0.002661019,0.000003097275,0.0000150346195,0.000024920728,0.000042979573,0.5644933,0.42605987,0.00576437,0.00015285648,0.00013055769],"about_ca_topic_score_codex":0.00007977348,"about_ca_topic_score_gemma":0.00006208657,"teacher_disagreement_score":0.5344326,"about_ca_system_score_codex":0.000030252568,"about_ca_system_score_gemma":0.00001514887,"threshold_uncertainty_score":0.4154102},"labels":[],"label_agreement":null},{"id":"W1965665528","doi":"10.2166/wst.2014.038","title":"A novel approach to analyzing concentration polarization of polysaccharide solutions","year":2014,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"Canadian Water Network","keywords":"Radius of gyration; Polymer; Concentration polarization; Hydrodynamic radius; Membrane; Chemistry; Polysaccharide; Filtration (mathematics); Permeability (electromagnetism); Chromatography; Chemical engineering; Analytical Chemistry (journal); Organic chemistry","score_opus":0.016066749079475622,"score_gpt":0.23182881507574749,"score_spread":0.21576206599627187,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1965665528","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5182543,0.0000032206053,0.4773248,0.00112336,0.00005537211,0.00018520813,0.0000013138215,0.00022118095,0.002831217],"genre_scores_gemma":[0.96931845,0.00000118709,0.030453024,0.00009377466,0.0000064083915,0.000026490245,0.0000026095263,0.000005964192,0.00009211086],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984299,0.0000145932445,0.00027591462,0.00047123528,0.0003279,0.0004804903],"domain_scores_gemma":[0.99929005,0.000008927132,0.000085475054,0.0005145529,0.000040066454,0.000060958733],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000674614,0.000111620866,0.00014942673,0.0004832413,0.00031144486,0.000035052748,0.0008614026,0.00012410714,0.000051950552],"category_scores_gemma":[0.00026369718,0.00008823924,0.000023854434,0.0024754135,0.0013314986,0.00043933227,0.00053984864,0.00011319328,0.0001417426],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000017865154,0.00004515358,0.004492865,0.0000019143881,0.0000011396589,5.9005014e-8,0.00023708894,0.0037582312,0.9745178,0.014446805,0.000015784271,0.002481326],"study_design_scores_gemma":[0.00011957658,0.00007598776,0.0019252168,0.000004063729,0.0000056796566,0.000011252197,0.0001279601,0.019033218,0.97619224,0.002002049,0.000372736,0.00013001615],"about_ca_topic_score_codex":0.00011469731,"about_ca_topic_score_gemma":0.00001945129,"teacher_disagreement_score":0.4510641,"about_ca_system_score_codex":0.0001308172,"about_ca_system_score_gemma":0.000020221842,"threshold_uncertainty_score":0.4905962},"labels":[],"label_agreement":null},{"id":"W1966171481","doi":"10.2166/wst.2009.101","title":"Hydraulic fractionation of conventional water quality constituents in municipal dry- and wet-weather flow samples","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Environment and Climate Change Canada","funders":"","keywords":"Combined sewer; Settling; Elutriation; Environmental science; Sewage; Water quality; Environmental engineering; Hydrology (agriculture); Sewage treatment; Stormwater; Engineering; Geotechnical engineering; Chemistry; Ecology","score_opus":0.019732388643646667,"score_gpt":0.2628549559269927,"score_spread":0.24312256728334602,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1966171481","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9907782,0.000011219766,0.0026022706,0.0033276654,0.00009290289,0.00019038537,0.000003577242,0.00006344557,0.002930302],"genre_scores_gemma":[0.9970405,0.0000053673275,0.0024658514,0.00016867532,0.0000047761305,0.0000148432755,0.00000882569,0.0000033361198,0.00028780496],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99849564,0.000032487213,0.0002987259,0.00040386053,0.000368626,0.00040065503],"domain_scores_gemma":[0.99957234,0.000009333471,0.00005125905,0.00030644733,0.000017821294,0.00004283148],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00070052495,0.00011088381,0.00014695925,0.000471158,0.00019051121,0.000023166323,0.00041477487,0.000088023415,0.0005470195],"category_scores_gemma":[0.00003082488,0.00007870944,0.000024548935,0.0004931271,0.002029118,0.0005565316,0.0003490694,0.00012163208,0.00015483104],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002155946,0.00034718684,0.45786494,0.000006599496,0.000008328266,0.00000610655,0.001902544,0.0018047924,0.5208655,0.0100960545,0.00009981482,0.0069765793],"study_design_scores_gemma":[0.0013415479,0.00021110971,0.60823244,0.00002507315,0.00002030399,0.000017711382,0.0005175602,0.0055947914,0.29693297,0.06130101,0.02532979,0.00047568628],"about_ca_topic_score_codex":0.00043884115,"about_ca_topic_score_gemma":0.00024831074,"teacher_disagreement_score":0.22393253,"about_ca_system_score_codex":0.00018185723,"about_ca_system_score_gemma":0.00000803177,"threshold_uncertainty_score":0.7476369},"labels":[],"label_agreement":null},{"id":"W1966771205","doi":"10.2166/wst.2007.602","title":"BSM2 Plant-Wide Model construction and comparative analysis with other methodologies for integrated modelling","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Flexibility (engineering); Benchmark (surveying); Transformer; Engineering; Computer science; Systems engineering; Voltage","score_opus":0.05827816638183842,"score_gpt":0.28099716372996075,"score_spread":0.22271899734812234,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1966771205","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5382724,0.0000072620883,0.46119902,0.00009645137,0.000012321413,0.00012517485,0.000004811515,0.0000661429,0.00021640852],"genre_scores_gemma":[0.5783614,0.0000015103506,0.42151952,0.00001978639,0.0000018494212,0.0000107165015,0.0000037500677,0.0000026116797,0.00007885841],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99872696,0.000014408671,0.00016269437,0.00047324874,0.0001635776,0.00045911444],"domain_scores_gemma":[0.9996254,0.000043879787,0.000053365144,0.00019799086,0.000025238614,0.000054137596],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006185093,0.00015293146,0.00023866285,0.0005399271,0.0002783223,0.00003913751,0.00026069483,0.00008924021,0.00001860408],"category_scores_gemma":[0.000007364675,0.000086395274,0.000032848744,0.0011288443,0.0021938279,0.00026175423,0.00012825262,0.00008599444,0.000008619009],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00044508572,0.00007401264,0.10819613,0.0000055915034,0.00024353627,0.000011612094,0.0035887007,0.3348739,0.54336196,0.0042475094,0.000015383675,0.004936557],"study_design_scores_gemma":[0.00028311732,0.00014729297,0.00012834281,0.0000032713756,0.00012872987,0.000030156001,0.001320647,0.19670519,0.79477376,0.0060257665,0.0002909929,0.00016275657],"about_ca_topic_score_codex":0.00011339523,"about_ca_topic_score_gemma":0.00025068346,"teacher_disagreement_score":0.25141177,"about_ca_system_score_codex":0.00009535962,"about_ca_system_score_gemma":0.0000110052915,"threshold_uncertainty_score":0.808325},"labels":[],"label_agreement":null},{"id":"W1966790617","doi":"10.2166/wst.2009.765","title":"An objective test of stochastic behavior in riverine water quality models","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality and Pollution Assessment","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Conceptual model; Calibration; GLUE; Selection (genetic algorithm); Computer science; Model selection; Quality (philosophy); Water quality; Environmental science; Data mining; Hydrology (agriculture); Operations research; Statistics; Machine learning; Mathematics; Engineering; Ecology","score_opus":0.02306450247601718,"score_gpt":0.30755085309522645,"score_spread":0.2844863506192093,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1966790617","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99091357,0.0000021682572,0.006726053,0.001143332,0.000047139776,0.0002524512,0.0000074752684,0.000089439236,0.00081834674],"genre_scores_gemma":[0.9985534,6.6912725e-7,0.0012009916,0.00010563453,0.000005346522,0.000026664273,0.000003254052,0.000004256579,0.00009976695],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9980829,0.0000511884,0.00036998777,0.00051547936,0.000389002,0.0005914454],"domain_scores_gemma":[0.999297,0.000009456826,0.00005431556,0.0005297462,0.000023717586,0.00008575476],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009487612,0.00014480882,0.00021676718,0.0003909958,0.00014062776,0.000022997112,0.00080322893,0.000115965864,0.00032569034],"category_scores_gemma":[0.000020195466,0.000094172814,0.000029875371,0.0006786406,0.0016150869,0.0007355061,0.00027060672,0.00018569521,0.00017659721],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013069918,0.00055028603,0.009085915,0.0000017839294,6.54281e-7,0.000006391865,0.002793005,0.0069668526,0.9763551,0.0012037593,0.000002204579,0.0030210207],"study_design_scores_gemma":[0.000343004,0.00065163494,0.07568852,0.0000062313006,0.0000059411163,0.000013635412,0.0003257538,0.0028944402,0.8896038,0.030198634,0.000035073277,0.00023334367],"about_ca_topic_score_codex":0.0005807684,"about_ca_topic_score_gemma":0.00017470279,"teacher_disagreement_score":0.08675127,"about_ca_system_score_codex":0.0002588132,"about_ca_system_score_gemma":0.000019081743,"threshold_uncertainty_score":0.5950855},"labels":[],"label_agreement":null},{"id":"W1966850159","doi":"10.2166/wst.2013.252","title":"Evaluation of E. coli biofilm as a protective barrier against microbiologically influenced deterioration of concrete (MICD) under mesophilic temperatures","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Building materials and conservation","field":"Earth and Planetary Sciences","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Texas A and M University","keywords":"Mesophile; Thiobacillus; Biofilm; Sulfur; Sulfate; Sulfuric acid; Chemistry; Oxidizing agent; Escherichia coli; Mortar; Microbiology; Bacteria; Nuclear chemistry; Materials science; Inorganic chemistry; Biology; Biochemistry; Organic chemistry; Composite material","score_opus":0.014990404080167214,"score_gpt":0.2302409213692666,"score_spread":0.21525051728909939,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1966850159","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99818426,0.000068530026,0.000035777713,0.00056428136,0.00012899183,0.0007449934,0.000014329429,0.000048785827,0.00021004546],"genre_scores_gemma":[0.9991264,0.0000064722444,0.0006262255,0.00017688853,0.000009141552,0.000030285388,0.000015218974,0.0000020978152,0.0000072909493],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99858785,0.00011736165,0.00033002056,0.00032727668,0.0003631095,0.00027441347],"domain_scores_gemma":[0.9986744,0.000017145217,0.00017013976,0.00024127652,0.000857491,0.000039533545],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013189368,0.00011966159,0.0001973512,0.00038805365,0.00016145955,0.00006300196,0.00041123448,0.0001656788,0.0004919573],"category_scores_gemma":[0.00022213292,0.00007564575,0.00002727648,0.0006624219,0.0012000948,0.00042442945,0.000044503406,0.00008927357,0.00005144555],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001159977,0.0000026967282,0.00680844,0.000005402844,0.000005387556,2.2728028e-7,0.0001291343,0.0003246469,0.98945975,0.000110443965,0.0000030568785,0.0031392046],"study_design_scores_gemma":[0.00021277502,0.00032319382,0.044605143,0.000023389552,0.000014312171,0.000006792773,0.0002579531,0.0019998231,0.9398997,0.012533387,0.000014299857,0.000109228335],"about_ca_topic_score_codex":0.00071148894,"about_ca_topic_score_gemma":0.0000626008,"teacher_disagreement_score":0.04956006,"about_ca_system_score_codex":0.000015510486,"about_ca_system_score_gemma":0.00025037923,"threshold_uncertainty_score":0.53865874},"labels":[],"label_agreement":null},{"id":"W1967356650","doi":"10.2166/wst.2008.060","title":"Evaluating limiting steps of anaerobic degradation of food waste based on methane production tests","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Anaerobic Digestion and Biogas Production","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Biotechnology Research Institute; McGill University","funders":"","keywords":"Mesophile; Oleic acid; Food science; Chemistry; Anaerobic digestion; Methanogenesis; Lauric acid; Acetic acid; Biochemistry; Methane; Pulp and paper industry; Biology; Fatty acid; Bacteria; Organic chemistry","score_opus":0.038932596191897796,"score_gpt":0.2635447646625176,"score_spread":0.2246121684706198,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1967356650","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99649113,0.000024002167,0.0021538027,0.00037014257,0.00035195684,0.00017987854,8.588252e-7,0.00025323287,0.0001750054],"genre_scores_gemma":[0.9917205,0.000012186599,0.008169393,0.0000052906767,0.000027150565,0.000012444347,0.0000039589204,0.0000096454105,0.000039444207],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988719,0.000018825265,0.00027853323,0.00028400184,0.00030339122,0.00024332586],"domain_scores_gemma":[0.99938196,0.000010035008,0.000080665544,0.0003230556,0.000179373,0.000024898394],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064249296,0.0001050067,0.00014738474,0.00097555947,0.0001011074,0.0000044136805,0.00021773251,0.000082706916,0.0000056541085],"category_scores_gemma":[0.00023634137,0.00008377777,0.00002742522,0.0013451083,0.0004881724,0.00021068833,0.00003462354,0.00012125146,0.0000044759786],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000053953117,0.000033157885,0.0006494148,0.0000141578585,0.0000030657638,2.6069495e-7,0.00009756575,0.05765726,0.9291377,0.000705543,0.0000053596023,0.011691089],"study_design_scores_gemma":[0.00013817918,0.000506173,0.0005170143,0.00003998482,0.0000072335583,0.000012163119,0.00012872077,0.011821293,0.9865478,0.00016615694,0.000028457325,0.000086818975],"about_ca_topic_score_codex":0.000004546529,"about_ca_topic_score_gemma":0.0000063022876,"teacher_disagreement_score":0.057410076,"about_ca_system_score_codex":0.00007084986,"about_ca_system_score_gemma":0.000043979155,"threshold_uncertainty_score":0.34163582},"labels":[],"label_agreement":null},{"id":"W1968191491","doi":"10.2166/wst.2012.018","title":"Radial distribution modeling of liquid-phase phenol concentration in a liquid–solid fluidized bed photoreactor","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Innovative Microfluidic and Catalytic Techniques Innovation","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"National Natural Science Foundation of China","keywords":"Mass transfer; Fluidized bed; Phenol; Volumetric flow rate; Chemistry; Chromatography; Photocatalysis; Penetration (warfare); RADIUS; Titanium dioxide; Mass transfer coefficient; Carbon dioxide; Analytical Chemistry (journal); Materials science; Thermodynamics; Catalysis; Composite material; Organic chemistry","score_opus":0.01378768463507665,"score_gpt":0.2689152182988162,"score_spread":0.2551275336637396,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1968191491","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7358284,0.00009892967,0.26309383,0.000070447386,0.00023084441,0.00024102481,0.000015687941,0.00031758126,0.00010325737],"genre_scores_gemma":[0.99899334,0.000014723879,0.00075358234,0.000019943365,0.000046428144,0.00006158788,0.000094341274,0.000014661749,0.0000013896763],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984698,0.000011145722,0.0005006439,0.00021678006,0.00019828796,0.0006033172],"domain_scores_gemma":[0.9994174,0.000005431598,0.00005306273,0.0002850964,0.00019965113,0.000039323168],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00070345873,0.00016071941,0.00023261171,0.000527023,0.00007153532,0.000013764528,0.00034351545,0.00020416976,0.000017459897],"category_scores_gemma":[0.00006536682,0.00013896375,0.000025103293,0.0018454904,0.00048767365,0.0005918167,0.00008481385,0.0002177357,0.000008480526],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000065143824,0.00006701084,0.0000562932,0.000012270255,0.0000036013766,9.2557764e-7,0.00068755244,0.00004717288,0.9913749,0.0068170615,0.000023998562,0.00084407884],"study_design_scores_gemma":[0.0005937611,0.00019148435,0.0000023858245,0.000024851606,0.000005145309,0.000009457862,0.00011482643,0.022149798,0.9760919,0.00024326038,0.00041445668,0.00015866247],"about_ca_topic_score_codex":0.000013780361,"about_ca_topic_score_gemma":3.001891e-7,"teacher_disagreement_score":0.26316494,"about_ca_system_score_codex":0.00037625091,"about_ca_system_score_gemma":0.000057373167,"threshold_uncertainty_score":0.5666777},"labels":[],"label_agreement":null},{"id":"W1968291773","doi":"10.2166/wst.2011.796","title":"Economic viability and critical influencing factors assessment of black water and grey water source-separation sanitation system","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Reuse","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Hydro-Québec; École de Technologie Supérieure","funders":"","keywords":"Environmental science; Sanitation; Context (archaeology); Environmental engineering; Separation (statistics); Process engineering; Engineering; Mathematics; Statistics","score_opus":0.01301702640439235,"score_gpt":0.24938740754166464,"score_spread":0.2363703811372723,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1968291773","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99852663,0.0000022699955,0.00034418495,0.0001930128,0.000086276756,0.0002027517,0.000001723536,0.00007003869,0.00057311717],"genre_scores_gemma":[0.99897414,0.0000012719058,0.0009495272,0.0000060868247,0.0000049711653,0.000012733584,0.000003166471,0.0000067598994,0.000041368163],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99869484,0.000032942284,0.0002618184,0.00045580123,0.00014869645,0.00040592597],"domain_scores_gemma":[0.99959356,0.000010548105,0.000028335578,0.00027540792,0.00001788698,0.000074269024],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043355997,0.0001447058,0.00017523224,0.00020017158,0.00022459395,0.000046801208,0.0002274764,0.00011192747,0.000110335386],"category_scores_gemma":[0.000008297582,0.0000726838,0.000019447463,0.0000766088,0.0025065169,0.00064006634,0.00046011564,0.00008040731,0.000058049016],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004901716,0.000028671835,0.4056644,0.00002118997,0.000003738185,0.0000016655224,0.006461361,0.000061741346,0.5873689,0.00027000316,0.0000010862399,0.00011232943],"study_design_scores_gemma":[0.00016100357,0.00019732131,0.048538852,0.000008883853,0.000018767321,0.000012706221,0.0014495393,0.0011097589,0.94729376,0.0010377073,0.0000428976,0.00012878375],"about_ca_topic_score_codex":0.00023009164,"about_ca_topic_score_gemma":0.00004503171,"teacher_disagreement_score":0.35992488,"about_ca_system_score_codex":0.0002220483,"about_ca_system_score_gemma":0.000007994372,"threshold_uncertainty_score":0.9235366},"labels":[],"label_agreement":null},{"id":"W1969835386","doi":"10.2166/wst.2007.228","title":"Role of high molecular mass organics in colour formation during biological treatment of pulp and paper wastewater","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Enzyme-mediated dye degradation","field":"Agricultural and Biological Sciences","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"The Scarborough Hospital; University of Toronto","funders":"","keywords":"Effluent; Bleach; Chemistry; Pulp (tooth); Aeration; Wastewater; Pulp and paper industry; Anoxic waters; Sewage treatment; Organic matter; Anaerobic bacteria; Environmental chemistry; Bacteria; Environmental science; Organic chemistry; Environmental engineering; Biology","score_opus":0.006027019113354457,"score_gpt":0.18799895885049522,"score_spread":0.18197193973714076,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1969835386","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99913174,0.00006479428,0.0000108483955,0.0005505367,0.000022601145,0.0001514463,0.000003432714,0.0000355448,0.000029030145],"genre_scores_gemma":[0.99954295,0.000059053902,0.00035892447,0.000009661831,0.0000064913143,0.0000067538504,0.000010746371,5.73056e-7,0.0000048443762],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99907565,0.000014847659,0.00025730694,0.0002201951,0.00013269331,0.00029930094],"domain_scores_gemma":[0.9997596,0.000013520914,0.00007017853,0.000068802554,0.000058822872,0.000029041948],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026137102,0.00008770584,0.00015481883,0.00014497017,0.000059506267,0.000010198668,0.0002057123,0.00015378953,0.000018084093],"category_scores_gemma":[0.000024962714,0.000030343159,0.000016985769,0.00075913506,0.0003444669,0.0001881028,0.000080608705,0.00004860472,0.0000034309105],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000143390635,0.000046333218,0.015718061,0.0000021237856,0.0000011933569,0.0000038478647,0.00013466828,0.0000045110783,0.97570115,0.0005207525,9.477796e-8,0.007852947],"study_design_scores_gemma":[0.00016292828,0.00041809707,0.06561289,0.0000056110257,0.0000023333268,0.000011063638,0.0005638024,0.00003387828,0.9310484,0.0019963228,0.000081708604,0.00006294614],"about_ca_topic_score_codex":0.00008565658,"about_ca_topic_score_gemma":0.00012193791,"teacher_disagreement_score":0.049894825,"about_ca_system_score_codex":0.000057613193,"about_ca_system_score_gemma":0.0000040014784,"threshold_uncertainty_score":0.12692027},"labels":[],"label_agreement":null},{"id":"W1971314970","doi":"10.2166/wst.2011.447","title":"Overview of municipal sludge fluid bed incineration in North America – from green to greener – the Lakeview, the Duffin Creek and the Southerly experiences","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Graphite, nuclear technology, radiation studies","field":"Materials Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"TransCanada (Canada)","funders":"","keywords":"Incineration; Cogeneration; Waste management; Thermal power station; Engineering; Environmental engineering; Environmental science; Electricity generation; Waste-to-energy; Power station; Electricity; Energy recovery; Power (physics); Energy (signal processing)","score_opus":0.03381544786184942,"score_gpt":0.2509129957574336,"score_spread":0.21709754789558416,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1971314970","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98981774,0.0011436192,0.00004260472,0.008154606,0.00014086286,0.0004953241,0.000014095541,0.000104081606,0.00008706662],"genre_scores_gemma":[0.99805284,0.0002223633,0.0005189062,0.000901896,0.000014139086,0.00026188028,0.0000010397732,0.000009074124,0.00001785314],"study_design_codex":"qualitative","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99814594,0.00016192747,0.00043374128,0.00048122223,0.0003332805,0.00044386415],"domain_scores_gemma":[0.99864024,0.00009654305,0.00016557852,0.00097289396,0.0000916489,0.000033110657],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0011117487,0.00017285596,0.0003339966,0.0003697544,0.0005714683,0.0000645746,0.0020981554,0.00009006529,0.00009057122],"category_scores_gemma":[0.00024025749,0.00007508608,0.00004031622,0.0020189905,0.007608635,0.00020574262,0.0009264725,0.00018868964,0.00006128509],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014521586,0.0001334365,0.046440315,0.000014663575,0.000028835011,0.000009393356,0.49818477,0.000039909643,0.41546357,0.0075257816,0.00019493043,0.031819195],"study_design_scores_gemma":[0.0033677658,0.0015099157,0.18662685,0.00012500155,0.00016771276,0.00006483305,0.29665387,0.002482008,0.44278598,0.025842948,0.038900774,0.001472321],"about_ca_topic_score_codex":0.0045992997,"about_ca_topic_score_gemma":0.013813747,"teacher_disagreement_score":0.20153087,"about_ca_system_score_codex":0.0000229107,"about_ca_system_score_gemma":0.000029538998,"threshold_uncertainty_score":0.9950921},"labels":[],"label_agreement":null},{"id":"W1974548318","doi":"10.2166/wst.2010.276","title":"Improving the performance of membrane bioreactors by powdered activated carbon dosing with cost considerations","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Membrane fouling; Dosing; Powdered activated carbon treatment; Membrane bioreactor; Chemistry; Membrane; Bioreactor; Extracellular polymeric substance; Chromatography; Activated carbon; Membrane reactor; Fouling; Activated sludge; Pulp and paper industry; Wastewater; Environmental engineering; Environmental science; Adsorption; Biochemistry; Organic chemistry; Biology","score_opus":0.006892967314688623,"score_gpt":0.20874167694021709,"score_spread":0.20184870962552845,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1974548318","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9961675,0.0000037199466,0.000058500325,0.002034888,0.00010850809,0.00037978718,0.0000024766211,0.00028970043,0.0009549508],"genre_scores_gemma":[0.9986569,0.000003589992,0.0011649206,0.000055720287,0.0000041372273,0.000043414617,0.0000018852617,0.000010412342,0.000059019385],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99845386,0.00001431156,0.00024183578,0.0004426109,0.00036884923,0.00047852885],"domain_scores_gemma":[0.99899095,0.000034725497,0.00014127383,0.0007459004,0.000043422002,0.00004371226],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00043117985,0.00016233751,0.0001614236,0.00027775203,0.00049735204,0.00005968446,0.0008062369,0.00016308119,0.00017508243],"category_scores_gemma":[0.00014334239,0.00008770816,0.000016111486,0.0012714067,0.0057635796,0.0004503018,0.00037889447,0.00042527867,0.000022413731],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005905519,0.000021657832,0.008741362,0.000002672731,0.0000021141223,9.1594535e-7,0.00020784287,0.000100394485,0.9894399,0.00015560108,0.000014216102,0.0013074126],"study_design_scores_gemma":[0.00017107477,0.000116485055,0.00051815883,0.0000049229448,0.000006759007,0.00004788562,0.0002249482,0.0023080518,0.9960351,0.000105262254,0.00032163953,0.00013968594],"about_ca_topic_score_codex":0.00033306293,"about_ca_topic_score_gemma":0.00019188484,"teacher_disagreement_score":0.008223203,"about_ca_system_score_codex":0.00006913954,"about_ca_system_score_gemma":0.000050991068,"threshold_uncertainty_score":0.99694216},"labels":[],"label_agreement":null},{"id":"W1976563044","doi":"10.2166/wst.2006.530","title":"ADM1 application for tuning and performance analysis of a multi-model observer-based estimator","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Fault Detection and Control Systems","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Biotechnology Research Institute","funders":"Lunds Universitet","keywords":"Estimator; Acidogenesis; Anaerobic digestion; Observer (physics); Process (computing); Control theory (sociology); Convergence (economics); Engineering; Methane; Computer science; Mathematics; Chemistry; Statistics","score_opus":0.009673095972104105,"score_gpt":0.22517158347703795,"score_spread":0.21549848750493383,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1976563044","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.62487525,0.00002709954,0.37474018,0.000040107963,0.000020504813,0.00010971422,0.0000022651213,0.00016470467,0.000020141464],"genre_scores_gemma":[0.9934216,8.5778686e-7,0.0064179255,0.00000569723,0.0000034180273,0.00012311329,0.0000027432761,0.0000055877636,0.000019048051],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994127,0.0000018052589,0.00015883558,0.00016651017,0.00007553121,0.0001846208],"domain_scores_gemma":[0.99970925,0.000005222719,0.000025445124,0.00018822274,0.000053592055,0.000018297325],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001672065,0.000066682456,0.00014722203,0.00073442113,0.00009237519,0.0000134516,0.00016542333,0.00006511249,5.968479e-7],"category_scores_gemma":[0.0000070861884,0.000053493633,0.000027634147,0.00095358375,0.00016826132,0.00009287391,0.000017113402,0.000040175437,0.000001337547],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000029360872,0.000007688202,0.0052239113,0.000023712817,0.000008872088,5.547065e-8,0.000023343522,0.44580585,0.54504174,0.00019945987,0.0000010624647,0.003661384],"study_design_scores_gemma":[0.00018042391,0.00002063069,0.0010891935,0.0000036422878,0.000029297418,6.3752685e-7,0.000013508016,0.8095463,0.18892394,0.000034751803,0.000102342514,0.00005532597],"about_ca_topic_score_codex":0.000024151106,"about_ca_topic_score_gemma":0.000042783384,"teacher_disagreement_score":0.36854634,"about_ca_system_score_codex":0.000033490633,"about_ca_system_score_gemma":0.000011957164,"threshold_uncertainty_score":0.2181407},"labels":[],"label_agreement":null},{"id":"W1976915757","doi":"10.2166/wst.2008.066","title":"Measurement of H2 consumption and its role in continuous fermentative hydrogen production","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Anaerobic Digestion and Biogas Production","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Biohydrogen; Sparging; Yield (engineering); Chemistry; Fermentative hydrogen production; Consumption (sociology); Pulp and paper industry; Hydrogen; Environmental engineering; Hydrogen production; Environmental science; Materials science; Organic chemistry; Engineering","score_opus":0.016829518295617074,"score_gpt":0.21538708792119282,"score_spread":0.19855756962557575,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1976915757","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99880147,0.00026410745,0.00008498022,0.00033963742,0.00012755417,0.00016160285,3.1017746e-7,0.00012935,0.000091000256],"genre_scores_gemma":[0.99968576,0.00015347941,0.00010221573,0.0000036926235,0.000007611212,0.000014918137,5.43024e-7,0.0000034477432,0.000028309532],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993687,0.0000066873854,0.00012850297,0.00018649777,0.00014825503,0.00016135054],"domain_scores_gemma":[0.99979043,5.128634e-7,0.00001821353,0.000090221,0.000082758,0.000017878827],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026357267,0.00006106871,0.00008739745,0.0004383261,0.000059322698,0.0000033531435,0.00008224114,0.000047128604,0.0000046110326],"category_scores_gemma":[0.000022408622,0.00004919311,0.0000067077126,0.00035160515,0.00038058744,0.00018151921,0.000030146848,0.00006542644,0.000012459516],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003335,0.000018240156,0.0074845194,0.0000050704075,0.000002276297,0.0000012744123,0.00052413606,0.00046133643,0.9891854,0.0005603777,0.0000043420387,0.0017497266],"study_design_scores_gemma":[0.00011819336,0.00004488833,0.0045136972,0.000013401124,0.0000022798904,0.000050961065,0.00015524667,0.00016821174,0.994407,0.00021827112,0.00024918164,0.000058692694],"about_ca_topic_score_codex":0.000005747299,"about_ca_topic_score_gemma":0.000008806681,"teacher_disagreement_score":0.00522161,"about_ca_system_score_codex":0.00008649589,"about_ca_system_score_gemma":0.0000126232435,"threshold_uncertainty_score":0.20060368},"labels":[],"label_agreement":null},{"id":"W1976963467","doi":"10.2166/wst.2006.844","title":"Hydrogen-driven denitrification of wastewater in an anaerobic submerged membrane bioreactor: potential for water reuse","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Effluent; Denitrification; Wastewater; Nitrate; Bioreactor; Waste management; Chemistry; Membrane bioreactor; Reuse; Total organic carbon; Environmental engineering; Anaerobic exercise; Environmental science; Hydrogen; Pulp and paper industry; Environmental chemistry; Nitrogen; Organic chemistry; Engineering; Biology","score_opus":0.008025489622719472,"score_gpt":0.21383188171926076,"score_spread":0.20580639209654128,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1976963467","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985104,0.000009599553,0.000071717135,0.0006233143,0.000105396255,0.0005190048,0.000007503229,0.00010322156,0.000049851704],"genre_scores_gemma":[0.9916545,0.0000027553326,0.007963435,0.00001058414,0.000023739885,0.000081650884,0.00006884887,0.000020738225,0.00017373593],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9976068,0.000034907047,0.00044120065,0.0007070368,0.00033510948,0.0008749324],"domain_scores_gemma":[0.9989762,0.0000036587614,0.00007150639,0.00083941425,0.000034381483,0.00007485818],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041525502,0.00022701432,0.00026331918,0.00072265224,0.00019134539,0.0000377282,0.0012074193,0.00019140025,0.00014733062],"category_scores_gemma":[0.000007971167,0.00014048594,0.000073162766,0.0007096536,0.0012030153,0.0006503957,0.0003984024,0.00010439496,0.00013464244],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000049376133,0.00020986663,0.01565511,0.0000044082444,0.0000036699373,0.000012338509,0.00029830466,0.00091341644,0.9826271,0.0000442373,0.000010546288,0.00017164294],"study_design_scores_gemma":[0.0007391398,0.0002299675,0.001948747,0.0000042810757,0.000021054566,0.000025456251,0.000073020245,0.0011262468,0.993468,0.0019009303,0.00025257622,0.00021061752],"about_ca_topic_score_codex":0.00045742618,"about_ca_topic_score_gemma":0.00031456596,"teacher_disagreement_score":0.013706364,"about_ca_system_score_codex":0.00018903705,"about_ca_system_score_gemma":0.000014819048,"threshold_uncertainty_score":0.57288504},"labels":[],"label_agreement":null},{"id":"W1977167094","doi":"10.2166/wst.2010.270","title":"Considerations on the importance of nutrition habits for the national nitrogen balance of Austria","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Agriculture Sustainability and Environmental Impact","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Bundesministerium für Wissenschaft und Forschung","keywords":"Nitrogen balance; Nitrogen; Environmental science; Fodder; Food supply; Balance (ability); Quarter (Canadian coin); Population; Scale (ratio); Nitrogen cycle; Natural resource economics; Environmental engineering; Environmental protection; Business; Agronomy; Geography; Agricultural science; Environmental health; Biology; Economics; Chemistry; Medicine","score_opus":0.011543626226757716,"score_gpt":0.24051422951827364,"score_spread":0.22897060329151592,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1977167094","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98127246,0.0000061700916,0.00014471415,0.01743107,0.000061958344,0.000494057,0.00001575639,0.0000151963495,0.000558631],"genre_scores_gemma":[0.99887806,0.0000023905964,0.0007256576,0.00023675931,0.000014048328,0.000101943995,0.0000014732818,0.0000023361167,0.000037309757],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99912083,0.000010532668,0.00017094314,0.00019835473,0.0002866964,0.00021263715],"domain_scores_gemma":[0.99949586,0.00012884782,0.00007840797,0.00023901708,0.000035880716,0.000021982265],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0006257262,0.000071747854,0.00008015578,0.000048686823,0.0003574856,0.000011486069,0.0004222658,0.000071441245,0.00030281182],"category_scores_gemma":[0.0004015623,0.000031822725,0.000036342215,0.00036112696,0.0032538837,0.00015435375,0.00013862208,0.00014593267,0.000015786574],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009019645,0.00016921759,0.06358947,0.0000045040483,0.0000040750197,2.2584702e-7,0.00026317706,0.00034792116,0.9076953,0.026554707,0.0011601965,0.00020220049],"study_design_scores_gemma":[0.00015519935,0.00012360547,0.02597534,0.0000033511756,0.0000061877354,0.000013304129,0.0003946562,0.00030217122,0.84436834,0.12612836,0.0024633936,0.00006608121],"about_ca_topic_score_codex":0.000015393685,"about_ca_topic_score_gemma":0.00005960823,"teacher_disagreement_score":0.09957365,"about_ca_system_score_codex":0.00007707429,"about_ca_system_score_gemma":0.00001950614,"threshold_uncertainty_score":0.9994587},"labels":[],"label_agreement":null},{"id":"W1978885167","doi":"10.2166/wst.2008.029","title":"Polymer production by bacterial strains isolated from activated sludge treating municipal wastewater","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"biodegradable polymer synthesis and properties","field":"Materials Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Institut National de la Recherche Scientifique","funders":"","keywords":"Polyhydroxyalkanoates; Erlenmeyer flask; Activated sludge; Bacteria; Nile blue; Laboratory flask; Wastewater; Chemistry; Orange (colour); Food science; Carbon source; Microbiology; Nile red; Strain (injury); Chromatography; Biology; Biochemistry; Waste management; Fluorescence; Organic chemistry","score_opus":0.02044955054062488,"score_gpt":0.2191465335273362,"score_spread":0.19869698298671132,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1978885167","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9947739,0.0006074382,0.000042654938,0.0025518031,0.0010442827,0.00017465441,0.000046450565,0.00055560475,0.00020320383],"genre_scores_gemma":[0.99796873,0.000025580302,0.00053179555,0.000058400237,0.000118346696,0.000045486606,0.000024997607,0.000027605669,0.0011990356],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9970891,0.000083484585,0.0004292105,0.0009793154,0.000395805,0.001023087],"domain_scores_gemma":[0.9988749,0.000011996098,0.00011822373,0.00078673573,0.00009370228,0.00011441095],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0003703385,0.00031438557,0.00035872942,0.00046479388,0.0011843168,0.00014569281,0.0010858884,0.0002791374,0.0009980302],"category_scores_gemma":[0.000057498015,0.00019818012,0.000050891707,0.0007667806,0.0023992332,0.00090310036,0.00037982684,0.00023117523,0.00031102574],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006355547,0.00007273885,0.00027809961,0.0000027957553,0.000006797978,0.000007498861,0.0021057397,8.4680744e-7,0.99478024,0.000012824487,0.00014878613,0.0025200893],"study_design_scores_gemma":[0.0002375402,0.00016201858,0.0000474426,0.000021413758,0.000013244176,0.00006407954,0.00041736336,0.00009038566,0.9972177,0.000069140784,0.0013367148,0.00032294294],"about_ca_topic_score_codex":0.0016181814,"about_ca_topic_score_gemma":0.00003999591,"teacher_disagreement_score":0.0031948444,"about_ca_system_score_codex":0.00009406425,"about_ca_system_score_gemma":0.00009309118,"threshold_uncertainty_score":0.9999152},"labels":[],"label_agreement":null},{"id":"W1979667637","doi":"10.2166/wst.2009.656","title":"Choice of indicator organism and library size considerations for phenotypic microbial source tracking by FAME profiling","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Salmonella and Campylobacter epidemiology","field":"Agricultural and Biological Sciences","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Canadian Centre for Applied Research in Cancer Control","keywords":"Biology; Enterococcus; Veterinary medicine; Feces; Fecal coliform; Microbiology; Indicator organism; Escherichia coli; Ecology; Genetics; Gene; Antibiotics","score_opus":0.016729336511480435,"score_gpt":0.2287152153414466,"score_spread":0.21198587882996617,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1979667637","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98750716,0.00011321637,0.0000969377,0.0117465975,0.00006129744,0.00025299034,0.000020219662,0.00015160172,0.000049954957],"genre_scores_gemma":[0.9965632,0.000010280564,0.002195081,0.0010841675,0.00005507192,0.000010903973,0.000008384127,0.0000011833413,0.000071733055],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987766,0.000027555086,0.00026660194,0.00042418553,0.00007576982,0.00042928383],"domain_scores_gemma":[0.9993817,0.000329594,0.00009635239,0.000082472914,0.000044408625,0.00006545627],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025447542,0.00012105588,0.00022755348,0.0000625123,0.0003454297,0.000055145265,0.00035838402,0.00018738866,0.00006260033],"category_scores_gemma":[0.00038736637,0.00004914855,0.00003293988,0.00040183915,0.0007494093,0.00024964215,0.00011068565,0.00011957438,0.0000043780424],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000066622188,0.000030306528,0.012370514,0.000002291456,0.0000019639435,3.5869041e-7,0.00011208925,6.641446e-7,0.97916466,0.00064862357,0.00016840175,0.00749349],"study_design_scores_gemma":[0.00014124166,0.0003079064,0.009660517,0.000006195585,0.000007817123,0.000022063825,0.0001592729,0.00002407787,0.96653384,0.019841423,0.0031616753,0.00013400032],"about_ca_topic_score_codex":0.000009539213,"about_ca_topic_score_gemma":0.000008730068,"teacher_disagreement_score":0.019192798,"about_ca_system_score_codex":0.000010287035,"about_ca_system_score_gemma":0.000020541826,"threshold_uncertainty_score":0.276123},"labels":[{"model":"gemma","categories":[],"domain":null,"study_design":"bench_or_experimental","genre":"empirical","about_ca_system":false,"about_ca_topic":false,"confidence":"low"},{"model":"gpt","categories":[],"domain":null,"study_design":"bench_or_experimental","genre":"empirical","about_ca_system":false,"about_ca_topic":false,"confidence":"high"}],"label_agreement":"agree"},{"id":"W1981399643","doi":"10.2166/wst.2006.328","title":"Current and future water issues in the Oldman River Basin of Alberta, Canada","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrology and Watershed Management Studies","field":"Environmental Science","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Public Health Agency of Canada; University of Lethbridge","funders":"Health Canada; Public Health Agency of Canada","keywords":"Water quality; Environmental science; Structural basin; Water resource management; Streamflow; Recreation; Hydrology (agriculture); Sedimentation; Water resources; Ecosystem; Climate change; Water supply; Drainage basin; Environmental protection; Geography; Environmental engineering; Ecology; Sediment; Geology","score_opus":0.0030574049079778896,"score_gpt":0.19132074399050775,"score_spread":0.18826333908252985,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1981399643","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96762043,0.00009206015,0.000007460955,0.029269483,0.00014322459,0.00012966988,5.700637e-7,0.000012509232,0.0027245984],"genre_scores_gemma":[0.99937487,0.000045676767,0.000057796828,0.00023832408,0.00001795086,0.000014823931,0.0000014180127,0.0000026293726,0.0002465234],"study_design_codex":"observational","study_design_gemma":"not_applicable","domain_scores_codex":[0.9988625,0.000025241015,0.00015014537,0.00030898597,0.00021357191,0.00043957276],"domain_scores_gemma":[0.999698,0.000007836587,0.000020979001,0.00025226624,0.0000057816474,0.000015131832],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003532159,0.000105974694,0.00012666045,0.0001467709,0.00021965617,0.000010852976,0.0005680259,0.000047978414,0.00008148891],"category_scores_gemma":[0.0000039358024,0.00004998179,0.000011122919,0.0003380269,0.0022553345,0.00014678041,0.00052469596,0.00011973792,0.00003097067],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010680081,0.00012227078,0.9634451,0.000016909442,0.0000059528106,0.00003594573,0.0072752056,0.00019125234,0.012317377,0.0052677467,0.0055208346,0.0057906844],"study_design_scores_gemma":[0.00033225192,0.00008714079,0.2175145,0.000007923419,0.000015425661,0.000016450284,0.0010817426,0.00009599586,0.13375318,0.012662601,0.63417053,0.00026224914],"about_ca_topic_score_codex":0.2791123,"about_ca_topic_score_gemma":0.40551123,"teacher_disagreement_score":0.7459307,"about_ca_system_score_codex":0.00005617796,"about_ca_system_score_gemma":0.00000701249,"threshold_uncertainty_score":0.8309874},"labels":[],"label_agreement":null},{"id":"W1982333062","doi":"10.2166/wst.2011.712","title":"Critical source area management of agricultural phosphorus: experiences, challenges and opportunities","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Soil and Water Nutrient Dynamics","field":"Environmental Science","cited_by":122,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Nonpoint source pollution; Environmental science; Watershed; Chesapeake bay; Water quality; Tributary; Environmental resource management; Watershed management; Land management; Tillage; Surface runoff; Nutrient management; Environmental planning; Land use; Agriculture; Hydrology (agriculture); Water resource management; Computer science; Estuary; Geography; Ecology; Engineering; Civil engineering","score_opus":0.03562876737436194,"score_gpt":0.21471055171663198,"score_spread":0.17908178434227004,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982333062","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9828098,0.00039593485,0.00019680531,0.00079297886,0.00011871577,0.0000908573,8.1659493e-7,0.000101314756,0.015492806],"genre_scores_gemma":[0.9972338,0.00089291466,0.0015881724,0.00003588243,0.0000031540767,0.000045706518,8.116673e-7,0.0000046510772,0.00019491756],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99865127,0.000009787206,0.0001788119,0.00042011295,0.0002792084,0.00046080258],"domain_scores_gemma":[0.99957323,0.0000054914894,0.000031378455,0.00027845328,0.0000198694,0.00009159861],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00022336963,0.00013231066,0.0001391291,0.00014124317,0.00016948678,0.000017450566,0.00062496605,0.00007823226,0.0000878057],"category_scores_gemma":[0.000007096427,0.00008090659,0.000020688682,0.0002378432,0.004830144,0.0003837615,0.00091841887,0.00007737162,0.000024173378],"study_design_candidate":"qualitative","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006751122,0.0009093183,0.15057029,0.00014719108,0.00004323622,0.00020647576,0.21547346,0.000024515248,0.010288444,0.12385263,0.00013514525,0.49828178],"study_design_scores_gemma":[0.0007878044,0.0011738619,0.13132077,0.00015861788,0.000072470524,0.00037260505,0.3434061,0.00048220617,0.42608607,0.08628074,0.008592316,0.0012664214],"about_ca_topic_score_codex":0.000024108795,"about_ca_topic_score_gemma":0.000001285359,"teacher_disagreement_score":0.49701536,"about_ca_system_score_codex":0.000038863483,"about_ca_system_score_gemma":0.0000034375669,"threshold_uncertainty_score":0.99787813},"labels":[],"label_agreement":null},{"id":"W1982491617","doi":"10.2166/wst.2009.223","title":"Activated sludge modelling in practice: an international survey","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":59,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Canada Research Chairs; Polytechnique Montréal","keywords":"Task group; Task (project management); Activated sludge; Work (physics); Good practice; Computer science; Knowledge management; Process management; Engineering; Engineering management; Systems engineering; Engineering ethics; Environmental engineering; Mechanical engineering; Sewage treatment","score_opus":0.020317627248469795,"score_gpt":0.27148476403433347,"score_spread":0.25116713678586366,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982491617","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9947245,0.000004045399,0.00050170434,0.0017476182,0.00011767893,0.00012190624,0.0000014655025,0.00011630149,0.0026647544],"genre_scores_gemma":[0.9881892,0.0000078533285,0.011499604,0.00014587762,0.0000093430635,0.0000054934417,0.000009911717,0.0000054356965,0.00012727048],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983967,0.000042144755,0.00018774293,0.00052142766,0.0003488872,0.0005030858],"domain_scores_gemma":[0.999505,0.000010157358,0.00004323251,0.00034589125,0.000025358586,0.00007040193],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00079981715,0.00012959428,0.00011157344,0.00043630946,0.0001428127,0.000074417556,0.00091570796,0.00010129426,0.00012703562],"category_scores_gemma":[0.000038612023,0.00009287727,0.000016364129,0.0010783611,0.00047406674,0.0017211618,0.00021799709,0.00016813514,0.00027181293],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006070746,0.0003227262,0.042099018,2.0507137e-7,0.0000034916436,0.000060700568,0.0005835107,0.0063146926,0.9431611,0.00024830594,0.000009024682,0.0071365316],"study_design_scores_gemma":[0.0004118404,0.00024080009,0.019051043,0.0000038629028,0.000004545419,0.00006955949,0.00014112271,0.011842154,0.96432525,0.002570439,0.0011257435,0.00021362184],"about_ca_topic_score_codex":0.00042887233,"about_ca_topic_score_gemma":0.0000646502,"teacher_disagreement_score":0.023047974,"about_ca_system_score_codex":0.0002676972,"about_ca_system_score_gemma":0.000016030312,"threshold_uncertainty_score":0.37874252},"labels":[],"label_agreement":null},{"id":"W1982673669","doi":"10.2166/wst.2013.418","title":"Combined physico-chemical treatment of secondary settled municipal wastewater in a multifunctional reactor","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality Monitoring and Analysis","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Regione Puglia; Centre National de la Recherche Scientifique","keywords":"Effluent; Chemical oxygen demand; Wastewater; Chemistry; Sodium hypochlorite; Sewage treatment; Nuclear chemistry; Pulp and paper industry; Environmental chemistry; Environmental engineering; Environmental science; Organic chemistry","score_opus":0.012659014785202224,"score_gpt":0.23341624125047494,"score_spread":0.2207572264652727,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982673669","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982694,0.0000039201127,0.0000062128197,0.0011487284,0.000093903924,0.00014677225,0.000002691194,0.000062364044,0.00026601958],"genre_scores_gemma":[0.9989506,0.000001797752,0.0005765677,0.000013821391,0.000017248725,0.000071811184,0.000007542359,0.000007114433,0.00035347333],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984377,0.000027326847,0.00029670316,0.0004557127,0.00029399336,0.0004885357],"domain_scores_gemma":[0.9993915,0.000015070746,0.000051511324,0.0004517503,0.000018306077,0.00007187755],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018086341,0.00015391923,0.0002551527,0.0003306628,0.00007582167,0.000023711624,0.00046731456,0.00010321107,0.00060386944],"category_scores_gemma":[0.0000137100815,0.000098529286,0.00006324175,0.000738626,0.0014011109,0.0003090643,0.0002948821,0.000113882794,0.00053244026],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008745093,0.00026082408,0.031118372,0.0000022108477,0.0000060779166,0.0000029068538,0.0012441494,0.000051486757,0.96516585,0.000015665346,0.000014534724,0.00210919],"study_design_scores_gemma":[0.0005430167,0.00018779287,0.0047317133,0.0000062973686,0.000007940705,0.0000036888532,0.0003524148,0.0006550827,0.9916497,0.0014123961,0.00031501058,0.00013497031],"about_ca_topic_score_codex":0.0016945315,"about_ca_topic_score_gemma":0.000014857651,"teacher_disagreement_score":0.02648384,"about_ca_system_score_codex":0.00028703813,"about_ca_system_score_gemma":0.000014322853,"threshold_uncertainty_score":0.684362},"labels":[],"label_agreement":null},{"id":"W1982981527","doi":"10.2166/wst.2006.393","title":"Effect of phosphorus limitation on microbial floc structure and gene expression in activated sludge","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; Toronto Metropolitan University","funders":"","keywords":"Quorum sensing; Gene expression; Gene; Escherichia coli; Activated sludge; Microarray analysis techniques; Sequencing batch reactor; Biology; Microarray; Phosphorus; Chemistry; Microbiology; Molecular biology; Biochemistry; Sewage treatment; Virulence; Environmental engineering","score_opus":0.003288413026796738,"score_gpt":0.19570341809333033,"score_spread":0.19241500506653358,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982981527","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99946696,0.000021526692,0.000012583895,0.0001185464,0.000051379226,0.00020676998,0.00000308509,0.00003986571,0.00007927363],"genre_scores_gemma":[0.99794185,0.0000032923172,0.001966888,0.000009085151,0.000006087328,0.000007187055,0.000008018985,0.000006019688,0.000051581002],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99896973,0.000028820941,0.00014165211,0.00036990983,0.00017630828,0.00031356886],"domain_scores_gemma":[0.9997235,0.000012364032,0.0000405346,0.00019269373,0.000005626854,0.000025275833],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017441546,0.00013130275,0.00014352986,0.00028878014,0.00009899981,0.00001590923,0.00023873769,0.00011775786,0.000029492752],"category_scores_gemma":[0.000009099909,0.000080180434,0.000016634256,0.0005585017,0.0006934939,0.00017452126,0.00019909075,0.00009594195,0.000026011961],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005762712,0.000036553323,0.034083262,0.0000022033983,7.2839237e-7,0.0000081761345,0.00009634074,0.00013117665,0.96296906,0.000008334925,0.000012721053,0.0025938293],"study_design_scores_gemma":[0.000653911,0.00038827606,0.007935406,0.000010587443,0.000004252316,0.000016470494,0.0000092819255,0.000049386763,0.9903333,0.00043609433,0.00007515615,0.000087857414],"about_ca_topic_score_codex":0.00010851482,"about_ca_topic_score_gemma":0.000020522573,"teacher_disagreement_score":0.027364273,"about_ca_system_score_codex":0.000107122185,"about_ca_system_score_gemma":0.000004754007,"threshold_uncertainty_score":0.32696632},"labels":[],"label_agreement":null},{"id":"W1983500032","doi":"10.2166/wst.2008.023","title":"Laboratory pilot scale study for H2S removal from biogas in an anoxic biotrickling filter","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Odor and Emission Control Technologies","field":"Chemical Engineering","cited_by":87,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Environment and Climate Change Canada","funders":"Natural Resources Canada; Natural Sciences and Engineering Research Council of Canada","keywords":"Biogas; Effluent; Waste management; Wastewater; Environmental science; Methane; Bioreactor; Sewage treatment; Pulp and paper industry; Biofilter; Anaerobic filter; Anoxic waters; Anaerobic digestion; Environmental engineering; Engineering; Chemistry; Environmental chemistry","score_opus":0.028212515656851896,"score_gpt":0.26510643320276933,"score_spread":0.23689391754591743,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1983500032","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99509126,0.00009405113,0.0023713904,0.00073786307,0.00020204783,0.00034865318,0.000014582248,0.001071671,0.00006847387],"genre_scores_gemma":[0.9932201,0.0000074773925,0.0065012276,0.00005431663,0.00004369816,0.00008193688,0.000003764425,0.000020061478,0.00006740971],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99804354,0.000012368018,0.00031936486,0.00069849595,0.00022473118,0.00070152635],"domain_scores_gemma":[0.99902105,0.000035748802,0.00003954583,0.00071310624,0.00011309205,0.000077442994],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036207677,0.00019696947,0.00030082813,0.0012053282,0.00024894113,0.000032218803,0.0011587734,0.00022126375,0.000026655049],"category_scores_gemma":[0.00023435184,0.00014529222,0.000031861695,0.0016351551,0.00066062005,0.000389852,0.00034325907,0.00031317756,0.00003173706],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027894312,0.00020789499,0.014619934,0.0000019760269,0.0000031369043,0.00004977044,0.00042798155,0.0000789537,0.9832514,0.00012535314,0.000024169354,0.0011815472],"study_design_scores_gemma":[0.0010681086,0.0005148606,0.0008259443,0.000013134569,0.0000066151556,0.000013273225,0.0009738922,0.004973736,0.98905766,0.0009658186,0.00133168,0.00025530416],"about_ca_topic_score_codex":0.000066359,"about_ca_topic_score_gemma":0.0000352202,"teacher_disagreement_score":0.013793991,"about_ca_system_score_codex":0.00011023776,"about_ca_system_score_gemma":0.000051355124,"threshold_uncertainty_score":0.5924845},"labels":[],"label_agreement":null},{"id":"W1984240170","doi":"10.2166/wst.2011.784","title":"Ethinylestradiol removal in a conventional and a simultaneous nitrification–denitrification membrane bioreactor","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph; University of Manitoba","funders":"","keywords":"Chemistry; Membrane bioreactor; Bioreactor; Nitrification; Biodegradation; Denitrification; Simultaneous nitrification-denitrification; Chromatography; Environmental chemistry; Environmental engineering; Nitrogen; Environmental science; Organic chemistry","score_opus":0.017614482450444936,"score_gpt":0.2184358185351163,"score_spread":0.20082133608467134,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1984240170","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969019,0.000024951085,0.00009578456,0.0005370187,0.000060387425,0.00025941944,0.000002457671,0.00011116982,0.002006872],"genre_scores_gemma":[0.9884931,0.000012963699,0.011081209,0.000033551158,0.000007722065,0.00003117835,0.000005978336,0.000008325696,0.00032600664],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998477,0.000021369771,0.00024351905,0.00055524625,0.000269575,0.00043333045],"domain_scores_gemma":[0.9994984,0.000016529624,0.000054146618,0.0003248826,0.000019419502,0.00008657156],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041625317,0.00014892741,0.00014055442,0.0004933446,0.00017603528,0.00003065065,0.00047915027,0.00014292926,0.00027951758],"category_scores_gemma":[0.000046348305,0.00010870574,0.000025170364,0.0009480675,0.001768918,0.00034137387,0.00016155498,0.0001610359,0.0002860406],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003292384,0.00014482481,0.02157752,0.0000030331362,0.000003578912,0.0001369263,0.0011505865,0.000006345933,0.97068655,0.00080227415,0.0000045830407,0.00545086],"study_design_scores_gemma":[0.0005340429,0.00011028401,0.009606616,0.000007669117,0.000011961719,0.00052546884,0.000319298,0.00081046164,0.9823966,0.004565963,0.000904087,0.00020752166],"about_ca_topic_score_codex":0.00020557981,"about_ca_topic_score_gemma":0.00004803633,"teacher_disagreement_score":0.011970905,"about_ca_system_score_codex":0.00014552701,"about_ca_system_score_gemma":0.000023698625,"threshold_uncertainty_score":0.6517652},"labels":[],"label_agreement":null},{"id":"W1984904347","doi":"10.2166/wst.2008.225","title":"Developing a framework for continuous use of models in daily management and operation of WWTPs: a life cycle approach","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Process (computing); Quality (philosophy); Engineering; Operations research; Risk analysis (engineering); Computer science; Business","score_opus":0.03308765115715899,"score_gpt":0.2334815660022155,"score_spread":0.20039391484505653,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1984904347","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.915023,0.000021391363,0.08431373,0.0001547909,0.000017560249,0.0003655955,0.0000013408654,0.000021166534,0.000081417646],"genre_scores_gemma":[0.66263115,0.000015764874,0.33726716,0.000019616036,0.0000013359563,0.000035197303,0.0000010603349,0.000003370905,0.000025311667],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99902177,0.000009431373,0.00021570448,0.00031663204,0.00016388051,0.00027259035],"domain_scores_gemma":[0.99970436,0.000009193312,0.000046296773,0.00019797462,0.000012346244,0.000029800514],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001862061,0.00008973035,0.00017149776,0.00026709598,0.00010157053,0.000012012615,0.0002600561,0.0000767615,0.000004644893],"category_scores_gemma":[0.000013706213,0.000064320084,0.00001757808,0.00046467775,0.0009201965,0.00037618843,0.0003152646,0.00004754355,0.000002673845],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003397779,0.0012067049,0.3313163,0.00021375035,0.000089440975,0.00006746027,0.018438628,0.06195557,0.39039886,0.17543662,0.000041601463,0.020495301],"study_design_scores_gemma":[0.0013849023,0.0003499853,0.010232883,0.00006226768,0.00002485073,0.000062960724,0.0011101362,0.065565735,0.843585,0.077109426,0.00015556518,0.000356258],"about_ca_topic_score_codex":0.00007424217,"about_ca_topic_score_gemma":0.000007431651,"teacher_disagreement_score":0.45318618,"about_ca_system_score_codex":0.000059894053,"about_ca_system_score_gemma":0.000012999836,"threshold_uncertainty_score":0.33905023},"labels":[],"label_agreement":null},{"id":"W1985138071","doi":"10.2166/wst.2007.177","title":"A methodology for identifying vulnerable locations to taste and odour problems in a drinking water system","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality and Pollution Assessment","field":"Environmental Science","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; Hôpital du Saint-Sacrement","funders":"","keywords":"Taste; Tap water; Vulnerability (computing); Identification (biology); Geographic information system; Population; Water quality; Perception; Computer science; Environmental engineering; Geography; Engineering; Remote sensing; Environmental health; Computer security; Psychology; Ecology","score_opus":0.09622852776967639,"score_gpt":0.3415237707447328,"score_spread":0.2452952429750564,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1985138071","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7033536,0.000007982799,0.29240572,0.0030501166,0.00018161103,0.0005110437,0.0000010079165,0.00010214692,0.00038681118],"genre_scores_gemma":[0.96392673,9.096697e-7,0.035376564,0.00021828905,0.000012560136,0.00014134038,0.0000015852819,0.000008037167,0.00031399773],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99789107,0.00007911418,0.00036447143,0.0005682498,0.00021410758,0.0008829702],"domain_scores_gemma":[0.99948823,0.000042737058,0.000040163384,0.0003039353,0.000021021713,0.00010391496],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0065298085,0.00012832375,0.0001897692,0.0007140329,0.00051438145,0.000076101554,0.0004989776,0.000117827556,0.000036310128],"category_scores_gemma":[0.000049364833,0.00008704116,0.000020738484,0.00077235507,0.0006158389,0.00032435378,0.00061655266,0.00017364579,0.00014312749],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009683173,0.00003651628,0.012291009,0.000039224644,0.0000030036808,0.0000057826883,0.008573513,0.0020121622,0.96781653,0.0054831035,0.00001981975,0.0037096778],"study_design_scores_gemma":[0.00041497507,0.00014314073,0.0036223277,0.000054699387,0.000008321552,0.00009277541,0.0030498279,0.0009765361,0.9729362,0.0089521995,0.009483091,0.00026592225],"about_ca_topic_score_codex":0.00043294433,"about_ca_topic_score_gemma":0.0012136949,"teacher_disagreement_score":0.26057315,"about_ca_system_score_codex":0.00036949085,"about_ca_system_score_gemma":0.000013017864,"threshold_uncertainty_score":0.39562583},"labels":[],"label_agreement":null},{"id":"W1985162771","doi":"10.2166/wst.2010.427","title":"Assessing the risk of exogenously consumed pharmaceuticals in land-applied human urine","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Reuse","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Urine; Human health; Hazard; Environmental health; Risk analysis (engineering); Environmental science; Business; Medicine; Biology; Ecology","score_opus":0.015539586789085959,"score_gpt":0.29138276550281067,"score_spread":0.2758431787137247,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1985162771","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9959603,0.0000073754936,0.000014064296,0.0008333858,0.00010037198,0.0002701981,0.0000010104707,0.000063871514,0.002749454],"genre_scores_gemma":[0.9990414,0.0000043733608,0.0007711128,0.000031190888,0.000008798734,0.000038958326,9.284476e-7,0.000006506317,0.000096782256],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99869335,0.000023192526,0.00021960877,0.00034344813,0.00024373143,0.00047666806],"domain_scores_gemma":[0.99935335,0.00002083722,0.00006614887,0.0005006091,0.000008549745,0.000050497834],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.000815514,0.000119389406,0.00015211699,0.00022493074,0.0003369363,0.00004903036,0.00093085,0.00009921197,0.00031702666],"category_scores_gemma":[0.000024060155,0.00005850184,0.000023996492,0.00070560526,0.00366635,0.00020062669,0.0005898692,0.00033184368,0.00013814116],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000014283663,0.00006183235,0.2819736,9.839953e-7,0.0000021578587,0.0000050520885,0.000266255,0.000021179618,0.7158642,0.0001418238,0.0000031001496,0.0016584087],"study_design_scores_gemma":[0.00038556894,0.000031354237,0.053783208,0.0000027354088,0.000013431654,0.000016605722,0.00012512307,0.00006473575,0.9421623,0.0025202427,0.0008001196,0.000094614166],"about_ca_topic_score_codex":0.00027044184,"about_ca_topic_score_gemma":0.00043583283,"teacher_disagreement_score":0.22819038,"about_ca_system_score_codex":0.00004331405,"about_ca_system_score_gemma":0.000013900504,"threshold_uncertainty_score":0.9990451},"labels":[],"label_agreement":null},{"id":"W1985675498","doi":"10.2166/wst.2011.709","title":"Systematic evaluation of biofilm models for engineering practice: components and critical assumptions","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":54,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Biofilm; Sensitivity (control systems); Nitrification; Calibration; Biological system; Biochemical engineering; Biomass (ecology); Environmental science; Process engineering; Chemistry; Engineering; Mathematics; Ecology; Biology; Nitrogen; Statistics","score_opus":0.04992482319403853,"score_gpt":0.28146177452466314,"score_spread":0.23153695133062463,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1985675498","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9905679,0.000057709243,0.008199332,0.00021757843,0.000080117316,0.00054336415,0.0000023510377,0.000052154177,0.0002794434],"genre_scores_gemma":[0.9510799,0.0000022209265,0.04878653,0.000007203019,0.0000025772158,0.00010483084,0.000001094039,0.000005045921,0.000010590606],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989207,0.00002380387,0.0001949379,0.00025392266,0.00033601272,0.0002706514],"domain_scores_gemma":[0.99960077,0.00003246569,0.00004043006,0.00021636504,0.00006360362,0.000046357913],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010869651,0.00008609997,0.00013874938,0.00021860209,0.00012371746,0.000015746411,0.00024003342,0.00006234333,0.000035131525],"category_scores_gemma":[0.0001758222,0.000058816036,0.000021583663,0.00025975745,0.00063600834,0.00054855034,0.00017865443,0.0000427282,0.000026326537],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013774813,0.00018889684,0.0008379111,0.00026974356,0.000019841818,0.000002543875,0.0014884466,0.0006250422,0.99030125,0.0058870353,0.0000030777755,0.00036240905],"study_design_scores_gemma":[0.00041424774,0.0001955193,0.0003882416,0.00012844209,0.00022505493,0.00009041629,0.0003170905,0.2886933,0.6953051,0.014080109,0.000012771841,0.00014970041],"about_ca_topic_score_codex":0.000028156497,"about_ca_topic_score_gemma":0.0000016180833,"teacher_disagreement_score":0.29499617,"about_ca_system_score_codex":0.00008555482,"about_ca_system_score_gemma":0.000008954398,"threshold_uncertainty_score":0.23984484},"labels":[],"label_agreement":null},{"id":"W1985764527","doi":"10.2166/wst.2012.207","title":"Liquid–gas partitioning of selected volatile organic sulfur compounds in anaerobically digested sludges","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Odor and Emission Control Technologies","field":"Chemical Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo; EnviroSim (Canada)","funders":"","keywords":"Chemistry; Sulfur; Dimethyl disulfide; Dimethyl sulfide; Anaerobic digestion; Hydrogen sulfide; Environmental chemistry; Sulfide; Organic chemistry; Methane","score_opus":0.009851584165750224,"score_gpt":0.22815755047091194,"score_spread":0.21830596630516172,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1985764527","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9956158,0.000116562376,0.0015615462,0.0012588215,0.00012233657,0.00010221637,0.0000014373209,0.0008184878,0.0004028049],"genre_scores_gemma":[0.9988116,0.0000098032,0.0010427085,0.000018494686,0.000017698392,0.000021302892,0.0000039494557,0.000014637511,0.00005979685],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982657,0.000011718145,0.00037046327,0.00029380748,0.0002163583,0.0008419967],"domain_scores_gemma":[0.99925953,0.00003559924,0.00006327437,0.00041139883,0.00015040637,0.00007981199],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035220766,0.00015896292,0.00029649455,0.00086765684,0.00010626653,0.000018514773,0.0007303241,0.00027690647,0.000091233225],"category_scores_gemma":[0.00053552113,0.00011912375,0.000029075476,0.0027015312,0.00065873493,0.00034821223,0.00035253016,0.00036634738,0.000033895456],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013040258,0.000059606762,0.021588141,0.000008538691,0.0000036302415,0.0000018461509,0.00020696009,0.000056723948,0.9762446,0.0012767975,0.000019252344,0.0005208279],"study_design_scores_gemma":[0.00027541383,0.00010609384,0.0022196423,0.00003347517,0.0000055994064,0.000012416394,0.00015133776,0.0015169206,0.994652,0.0004256025,0.00044160493,0.00015990116],"about_ca_topic_score_codex":0.000021679665,"about_ca_topic_score_gemma":0.000013720422,"teacher_disagreement_score":0.0193685,"about_ca_system_score_codex":0.00011698793,"about_ca_system_score_gemma":0.000049446506,"threshold_uncertainty_score":0.48577258},"labels":[],"label_agreement":null},{"id":"W1986280557","doi":"10.2166/wst.2013.011","title":"Wastewater reclamation using discarded reverse osmosis membranes for reuse in irrigation in Djibouti, an arid country","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Reuse","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec à Rimouski","funders":"","keywords":"Reverse osmosis; Desalination; Wastewater; Land reclamation; Effluent; Reuse; Environmental science; Environmental engineering; Turbidity; Waste management; Irrigation; Fecal coliform; Osmosis; Arid; Pulp and paper industry; Membrane; Engineering; Chemistry; Water quality; Geography; Ecology","score_opus":0.01309745846795049,"score_gpt":0.23695817461116156,"score_spread":0.22386071614321107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1986280557","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99624777,0.000007146603,0.000068425645,0.0025615017,0.00015643648,0.0007458096,0.0000024838803,0.00007981696,0.00013062898],"genre_scores_gemma":[0.99121433,0.000006373902,0.008330994,0.00006083244,0.0000129099635,0.00016003015,0.000018071698,0.000013423841,0.00018301641],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99816406,0.0000363193,0.00032751155,0.00059084507,0.00024780323,0.00063345354],"domain_scores_gemma":[0.99918675,0.000009324038,0.00006435835,0.0006554116,0.00001965263,0.00006447571],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052051584,0.00017653516,0.00019366886,0.000576922,0.00020897914,0.00009918665,0.00078502874,0.00017939707,0.00012644741],"category_scores_gemma":[0.000043476983,0.0001173773,0.000025860483,0.0010020301,0.0007673951,0.0017559516,0.00039225613,0.00011737039,0.00012616217],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000145197555,0.000096645585,0.04313902,0.000012052818,0.0000016956488,0.0000044174913,0.0020361484,0.0016830001,0.9523228,0.000044682612,0.000025304524,0.0006197469],"study_design_scores_gemma":[0.00080558733,0.00013155212,0.0050308905,0.000037186244,0.000010313153,0.000015799,0.0009896958,0.010961795,0.9693247,0.012017915,0.00039595104,0.000278635],"about_ca_topic_score_codex":0.0016229752,"about_ca_topic_score_gemma":0.00077794795,"teacher_disagreement_score":0.03810813,"about_ca_system_score_codex":0.0004474664,"about_ca_system_score_gemma":0.000018233504,"threshold_uncertainty_score":0.47865075},"labels":[],"label_agreement":null},{"id":"W1987667635","doi":"10.2166/wst.2007.370","title":"Modeling of anaerobic treatment of wastewater in ponds","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Methanogenesis; Sediment; Settling; Organic matter; Particulates; Wastewater; Environmental science; Anaerobic digestion; Anaerobic exercise; Anaerobic respiration; Environmental chemistry; Environmental engineering; Chemistry; Geology; Methane; Biology","score_opus":0.01574761942881498,"score_gpt":0.2548383282485826,"score_spread":0.23909070881976763,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1987667635","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99661124,0.000021212649,0.0011715117,0.0002967305,0.00004908577,0.00015869625,6.075973e-7,0.00009007545,0.0016008527],"genre_scores_gemma":[0.9957214,0.000014352512,0.004141315,0.0000068473983,0.0000019220543,0.000008523538,6.3325484e-7,0.0000050596677,0.000099951336],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985234,0.000006911349,0.00039280564,0.00035122538,0.00025687125,0.00046875834],"domain_scores_gemma":[0.9993882,0.000006931323,0.000054949207,0.0005041909,0.000016416338,0.000029283096],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052797317,0.00011348292,0.00021062243,0.0009753628,0.00005165987,0.000005125313,0.0006355802,0.00013323683,0.00013165725],"category_scores_gemma":[0.000025355108,0.00007534092,0.000028384125,0.0015673355,0.0016310031,0.00021965959,0.00027840454,0.000063633655,0.000051475505],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009610807,0.00008375446,0.011607296,0.000002353406,0.0000010722293,0.000005301197,0.0006180489,0.01059985,0.9728774,0.00044868473,8.397553e-7,0.0037458227],"study_design_scores_gemma":[0.00022171179,0.00029618043,0.00056924246,0.000005518624,0.0000022403767,0.00000772194,0.0004467075,0.008424759,0.9876906,0.002170552,0.0000812162,0.00008351708],"about_ca_topic_score_codex":0.00023016393,"about_ca_topic_score_gemma":0.0002550317,"teacher_disagreement_score":0.014813266,"about_ca_system_score_codex":0.00021333342,"about_ca_system_score_gemma":0.000013923319,"threshold_uncertainty_score":0.6009499},"labels":[],"label_agreement":null},{"id":"W1988226204","doi":"10.2166/wst.2013.041","title":"Use of pressure manifestations following the water plasma expansion for phytomass disintegration","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Electrohydrodynamics and Fluid Dynamics","field":"Engineering","cited_by":63,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Japan Society for the Promotion of Science","keywords":"Volume (thermodynamics); Aeration; Sunflower; Chemistry; Adsorption; Methane; Microporous material; Pulp and paper industry; Materials science; Environmental science; Composite material; Agronomy; Thermodynamics; Biology; Physics","score_opus":0.00738091082300532,"score_gpt":0.20300050925236832,"score_spread":0.195619598429363,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1988226204","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93285716,0.0000139057365,0.065460026,0.00085336174,0.00023038416,0.00036226638,0.0000044470958,0.00017886666,0.000039594684],"genre_scores_gemma":[0.9968563,0.00000551772,0.002792634,0.000011376642,0.000008311051,0.0001252173,0.000010423215,0.000014233217,0.00017600902],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99916804,0.0000047035683,0.00016978217,0.00017070693,0.00012271797,0.00036407987],"domain_scores_gemma":[0.9995564,0.000018556313,0.000013954672,0.0002995037,0.00009123577,0.000020320653],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013499764,0.00009814419,0.00009851335,0.00028094192,0.00018747231,0.00007242286,0.00034168694,0.00008633989,0.000004270428],"category_scores_gemma":[0.000018975297,0.000045539324,0.00004350927,0.00028233728,0.00020298816,0.00047641547,0.00006270501,0.000101865226,0.000010022271],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[9.425881e-7,0.0000076318975,0.00018610881,0.000008562433,0.000007424345,4.88487e-7,0.00034392727,0.014323221,0.98096967,0.0023099266,0.000027084232,0.0018150157],"study_design_scores_gemma":[0.000052719686,0.00003161098,0.000088351066,0.000005469744,0.000010096417,0.0000046511896,0.000044892957,0.57928145,0.41714683,0.002925385,0.00034855693,0.00005997132],"about_ca_topic_score_codex":0.00002420412,"about_ca_topic_score_gemma":0.00003209228,"teacher_disagreement_score":0.5649582,"about_ca_system_score_codex":0.000030613635,"about_ca_system_score_gemma":0.000009938121,"threshold_uncertainty_score":0.18570396},"labels":[],"label_agreement":null},{"id":"W1988563889","doi":"10.2166/wst.2007.786","title":"Hindered and compression settling: parameter measurement and modelling","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Mineral Processing and Grinding","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"EnviroSim (Canada); Environment and Climate Change Canada","funders":"University of Guelph","keywords":"Settling; Settling time; Scale (ratio); Range (aeronautics); Function (biology); Computer science; Mathematics; Engineering; Control engineering; Environmental engineering; Step response; Physics","score_opus":0.03009414629765265,"score_gpt":0.22878076286465976,"score_spread":0.19868661656700712,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1988563889","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8978483,0.00038634817,0.100960374,0.00015743745,0.00009242389,0.000043569024,1.5124623e-7,0.00026488575,0.0002464904],"genre_scores_gemma":[0.99362427,0.000015485419,0.006309684,0.000017128845,0.000011648737,0.0000020797768,2.0756767e-7,0.00000734218,0.000012133028],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991345,0.000002224125,0.00012159896,0.00021442858,0.00017176209,0.00035548036],"domain_scores_gemma":[0.9997682,0.0000063915463,0.000010668114,0.00011999381,0.000038055387,0.000056688554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00061746157,0.00008927353,0.00009260345,0.0003937677,0.0001855911,0.00005786278,0.00013444335,0.000083412786,0.0000012857454],"category_scores_gemma":[0.000013365218,0.000062944615,0.0000060814573,0.00023331233,0.00029796085,0.0001461483,0.000088749315,0.00014654594,0.0000023114862],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004436177,0.000008629201,0.0020609982,0.000050832747,0.000004626426,0.000008472208,0.0010580352,0.030343303,0.92975795,0.0002803569,0.000016068478,0.036406305],"study_design_scores_gemma":[0.00017703588,0.00002686108,0.0001182773,0.000059631326,0.000004986458,0.0000414175,0.00014383219,0.45404387,0.5401499,0.004280268,0.000782404,0.00017149314],"about_ca_topic_score_codex":0.000004066627,"about_ca_topic_score_gemma":0.0000024942321,"teacher_disagreement_score":0.42370057,"about_ca_system_score_codex":0.000036331232,"about_ca_system_score_gemma":0.000005196207,"threshold_uncertainty_score":0.2566807},"labels":[],"label_agreement":null},{"id":"W1988771661","doi":"10.2166/wst.2008.416","title":"Polishing of pretreated dye wastewater using novel sequencing batch reactors","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Enzyme-mediated dye degradation","field":"Agricultural and Biological Sciences","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Effluent; Sequencing batch reactor; Wastewater; Polishing; Pulp and paper industry; Chemistry; Waste management; Chromatography; Environmental science; Environmental engineering; Materials science; Metallurgy; Engineering","score_opus":0.0415876680034179,"score_gpt":0.22403921956303213,"score_spread":0.18245155155961423,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1988771661","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99848443,0.000020882544,0.000039656712,0.0006708588,0.00016759365,0.00014040805,0.000010157532,0.0002186459,0.000247364],"genre_scores_gemma":[0.9982913,0.000009648362,0.0015268867,0.000035152756,0.000046868474,0.000005074051,0.000017871436,0.0000017107071,0.00006548918],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981907,0.000019702591,0.0003242206,0.0004710578,0.00037967143,0.0006146741],"domain_scores_gemma":[0.9994148,0.000028061513,0.00012147774,0.00015874884,0.00019824073,0.00007864444],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038125485,0.00015965893,0.00021357548,0.00024380986,0.00040776192,0.00003675059,0.0007645893,0.00021387733,0.000052737276],"category_scores_gemma":[0.00012816106,0.000057849506,0.000043827073,0.0021643776,0.0010342764,0.000659022,0.00027160908,0.00019474557,0.000015286647],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000035886742,0.000028607834,0.014324126,0.0000021041226,0.0000025092438,0.0000052982414,0.00040142407,0.000032620548,0.9844737,0.000100041296,0.000005226514,0.00062075973],"study_design_scores_gemma":[0.00011092008,0.00010872286,0.0037310275,0.000022801665,0.000006225414,0.00011892045,0.0005277482,0.0005785052,0.994152,0.0002489085,0.000236678,0.00015752934],"about_ca_topic_score_codex":0.0010938657,"about_ca_topic_score_gemma":0.00010162553,"teacher_disagreement_score":0.010593099,"about_ca_system_score_codex":0.00016967655,"about_ca_system_score_gemma":0.0000464032,"threshold_uncertainty_score":0.3810835},"labels":[],"label_agreement":null},{"id":"W1988801163","doi":"10.2166/wst.2010.790","title":"Novel composite photocatalyst made of TiO2 nanoparticles","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"TiO2 Photocatalysis and Solar Cells","field":"Energy","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Photocatalysis; Scanning electron microscope; Nanoparticle; Materials science; Composite number; Catalysis; BET theory; Chemical engineering; Nanotechnology; Specific surface area; Composite material; Chemistry; Organic chemistry; Engineering","score_opus":0.008517114938248634,"score_gpt":0.22442817141725066,"score_spread":0.21591105647900202,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1988801163","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99431,0.000014530448,0.00030915553,0.00038165814,0.00025028913,0.0001418819,0.0000034770655,0.00016644264,0.004422535],"genre_scores_gemma":[0.99668473,0.0000016705801,0.002789898,0.0000519345,0.00001932203,0.000028320877,0.0000048999455,0.000012552445,0.0004066706],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998453,0.000006977098,0.0003185217,0.0004259411,0.00028203332,0.000513486],"domain_scores_gemma":[0.99886155,0.000010155296,0.000079830126,0.0008403923,0.00012689785,0.00008115466],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041747233,0.00014049979,0.00023925464,0.0006526867,0.0002076796,0.000044478915,0.0010815326,0.00016332949,0.00015108704],"category_scores_gemma":[0.000029723305,0.00009932797,0.00006331587,0.0012088012,0.0015586568,0.00022687085,0.00034592833,0.0002500158,0.00029384973],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000055500436,0.000098496246,0.00093523145,0.00000456893,0.0000063327548,0.0000025968059,0.00028132217,0.00005357097,0.9863134,0.010700606,0.0000073228894,0.0015909731],"study_design_scores_gemma":[0.00021514487,0.000048353806,0.0004221356,0.0000047114368,0.000013125409,0.00004001157,0.00008691153,0.00052690617,0.9876608,0.0016434188,0.009198519,0.00013996498],"about_ca_topic_score_codex":0.00042353885,"about_ca_topic_score_gemma":0.00032017537,"teacher_disagreement_score":0.009191196,"about_ca_system_score_codex":0.000020547037,"about_ca_system_score_gemma":0.000041960782,"threshold_uncertainty_score":0.5742936},"labels":[],"label_agreement":null},{"id":"W1989707041","doi":"10.2166/wst.2014.057","title":"Instrumentation, control and automation in wastewater – from London 1973 to Narbonne 2013","year":2014,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality Monitoring Technologies","field":"Environmental Science","cited_by":94,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Canada Research Chairs","keywords":"Instrumentation (computer programming); Automation; Control (management); Systems engineering; Key (lock); Computer science; Control system; Wastewater; Automatic control; Engineering; Control engineering; Waste management; Electrical engineering; Computer security; Artificial intelligence; Operating system; Mechanical engineering","score_opus":0.007077717792877455,"score_gpt":0.22255165372877167,"score_spread":0.2154739359358942,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1989707041","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98298633,0.000006048361,0.0012967034,0.014698095,0.00019668593,0.00028330117,0.0000020886484,0.0004310745,0.00009966828],"genre_scores_gemma":[0.9917839,0.0000033287313,0.007898137,0.000172476,0.000014857016,0.00007246843,0.000002138653,0.00000904095,0.000043611322],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981607,0.0000411603,0.0002869086,0.0006402591,0.00031501023,0.00055593706],"domain_scores_gemma":[0.9993222,0.000020965761,0.000048228816,0.00052227377,0.000013346988,0.00007303597],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006953145,0.00015973425,0.00018867679,0.0006170598,0.00016392562,0.000084515304,0.00078357174,0.00015392019,0.000051111645],"category_scores_gemma":[0.00010822901,0.00011868176,0.0000123047,0.00085283705,0.0011437248,0.0005338124,0.0007762009,0.00015403345,0.0004953813],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009037842,0.000035313366,0.18493095,0.0000023032192,0.0000017713169,0.00000260483,0.0011080825,0.00039412075,0.79943204,0.0002991297,0.00007407101,0.013710577],"study_design_scores_gemma":[0.0006350262,0.0001864743,0.080596216,0.000017946666,0.0000043505515,0.000006806974,0.0002618186,0.002969976,0.88759106,0.024586856,0.0028880346,0.00025540142],"about_ca_topic_score_codex":0.0014856254,"about_ca_topic_score_gemma":0.0002645013,"teacher_disagreement_score":0.10433474,"about_ca_system_score_codex":0.00021870974,"about_ca_system_score_gemma":0.000005760832,"threshold_uncertainty_score":0.63672894},"labels":[],"label_agreement":null},{"id":"W1989919027","doi":"10.2166/wst.2008.146","title":"Long-term evaluation of a spectral sensor for nitrite and nitrate","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality Monitoring and Analysis","field":"Environmental Science","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Nitrite; Nitrate; Effluent; Calibration; Chemistry; Environmental engineering; Environmental chemistry; Analytical Chemistry (journal); Environmental science; Mathematics","score_opus":0.04078874745598417,"score_gpt":0.2919903045872386,"score_spread":0.25120155713125447,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1989919027","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99848765,0.000020908023,0.0005891212,0.00050466903,0.00005561726,0.00016927833,0.000002081149,0.000047863185,0.00012279447],"genre_scores_gemma":[0.99814636,0.000008693526,0.0016183725,0.000009036762,0.000017267907,0.000021715745,0.0000014775812,0.0000043155383,0.00017274772],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987044,0.000025682948,0.00017917043,0.00035095893,0.00040688526,0.00033292754],"domain_scores_gemma":[0.9995919,0.000009401046,0.000048138496,0.0002520166,0.000050407594,0.000048135767],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010538113,0.00008696017,0.00013889903,0.0002644274,0.0002632663,0.000015327287,0.00028314727,0.00006321474,0.000041004092],"category_scores_gemma":[0.000049844642,0.00006217802,0.000033035798,0.00058249343,0.0017760613,0.00019719652,0.00014755632,0.000063337815,0.000027050355],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000051173647,0.000030382456,0.22020625,0.000004530387,0.0000038868807,0.0000022572735,0.00048579305,0.00010034958,0.7767056,0.000025751251,0.0000051743164,0.002424898],"study_design_scores_gemma":[0.0002922989,0.00009062006,0.050885912,0.000005732154,0.000031844345,0.000039296083,0.00006610142,0.0010856795,0.945308,0.0020678686,0.00002479445,0.00010183685],"about_ca_topic_score_codex":0.0000652467,"about_ca_topic_score_gemma":0.000006395249,"teacher_disagreement_score":0.16932033,"about_ca_system_score_codex":0.00007932491,"about_ca_system_score_gemma":0.00001708488,"threshold_uncertainty_score":0.6543972},"labels":[],"label_agreement":null},{"id":"W1990169324","doi":"10.2166/wst.2013.764","title":"Comparison of the inspector and rating protocol uncertainty influence in the condition rating of sewers","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Federal Highway Administration; Fundação Luso-Americana para o Desenvolvimento","keywords":"Sanitary sewer; Rating system; Engineering; Protocol (science); Asset management; Civil engineering; Environmental engineering; Business; Environmental economics","score_opus":0.005787044536069469,"score_gpt":0.2657891365361143,"score_spread":0.2600020920000448,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1990169324","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99496174,0.0000033751467,0.00017236684,0.00013097131,0.00006417942,0.0044622347,3.7723365e-7,0.000037138998,0.000167638],"genre_scores_gemma":[0.99706066,1.8556595e-7,0.00042480996,0.000012370068,0.000008089571,0.0024895696,1.1040918e-7,0.0000031876168,0.0000010467062],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99930567,0.000013085746,0.00022380374,0.000106816675,0.00013775444,0.00021285658],"domain_scores_gemma":[0.9996387,0.00001654778,0.00005603348,0.00020012663,0.00007981147,0.000008786091],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025330504,0.00006949858,0.000114120994,0.00016011021,0.000098138036,0.00002281871,0.00039742887,0.00005195246,0.000002806246],"category_scores_gemma":[0.00008279216,0.000034037774,0.000010691756,0.0005392782,0.00071364525,0.00020562441,0.00009248492,0.0001891253,7.1225986e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[9.030108e-7,0.0000043967966,0.08289895,0.00003945969,0.0000011327661,1.991315e-7,0.003319669,0.016106695,0.8949841,0.0005731493,0.000007150289,0.0020641915],"study_design_scores_gemma":[0.00014458253,0.000041042156,0.030683609,0.00007620743,0.0000015097718,0.000004804417,0.0029259773,0.01596346,0.9484318,0.0016024377,0.000063471925,0.0000610967],"about_ca_topic_score_codex":0.00006584324,"about_ca_topic_score_gemma":0.000019259234,"teacher_disagreement_score":0.0534477,"about_ca_system_score_codex":0.000035358877,"about_ca_system_score_gemma":0.000016505626,"threshold_uncertainty_score":0.26294556},"labels":[],"label_agreement":null},{"id":"W1990770318","doi":"10.2166/wst.2007.221","title":"Impact of septic compounds and operational conditions on the microbiology of an activated sludge system","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Cégep de Rivière-du-Loup","funders":"","keywords":"Effluent; Activated sludge; Newsprint; Flocculation; Chemistry; Pulp and paper industry; Microorganism; Sludge bulking; Microbiology; Bacteria; Biomass (ecology); Waste management; Chromatography; Sewage treatment; Environmental engineering; Environmental science; Biology; Biochemistry; Organic chemistry; Cellulose; Ecology","score_opus":0.009123684305775143,"score_gpt":0.24372479314325912,"score_spread":0.23460110883748397,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1990770318","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99906456,0.000002859315,0.000023354569,0.00018152826,0.000031815543,0.00015411539,0.0000145363965,0.00003139809,0.0004958274],"genre_scores_gemma":[0.9994012,3.3623232e-7,0.0005313582,0.000015779819,0.000003660427,0.000004340059,0.000010055356,0.0000036537733,0.00002959638],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992009,0.000023621142,0.00016946728,0.00022814373,0.00010573887,0.00027215644],"domain_scores_gemma":[0.9996186,0.000023427707,0.000052934174,0.00024390209,0.000020829064,0.00004029042],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003819385,0.00009413336,0.00012825956,0.00021342114,0.00020083986,0.000010831046,0.00034468315,0.00007267523,0.00009921917],"category_scores_gemma":[0.000006731636,0.000046822675,0.00002873581,0.00044264903,0.0024254145,0.00013943869,0.00015448261,0.000070741116,0.000030106374],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015610223,0.000068656474,0.015948202,0.000001332861,0.000008633463,0.0000031266609,0.00017857928,0.000047672136,0.9826962,0.000958258,0.000009154501,0.00006461397],"study_design_scores_gemma":[0.00018126238,0.0005164922,0.02215516,0.000005787375,0.0000069229477,0.00014190901,0.00021571417,0.000104758416,0.9763935,0.00020337978,0.000018726922,0.000056345063],"about_ca_topic_score_codex":0.00010541678,"about_ca_topic_score_gemma":0.000019621319,"teacher_disagreement_score":0.0063026175,"about_ca_system_score_codex":0.00013311396,"about_ca_system_score_gemma":0.00001645545,"threshold_uncertainty_score":0.89365405},"labels":[],"label_agreement":null},{"id":"W1991738242","doi":"10.2166/wst.2012.568","title":"An approximate solution for two-dimensional groundwater infiltration in sewer systems","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Systems and Optimization","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Infiltration (HVAC); Groundwater; Aquifer; Hydraulic conductivity; Water table; Groundwater model; Hydraulic head; Geotechnical engineering; Environmental science; Hydrology (agriculture); Geology; Groundwater flow; Soil science; Materials science; Soil water","score_opus":0.011117417228688139,"score_gpt":0.22682651714060673,"score_spread":0.21570909991191858,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1991738242","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8000575,0.00007158872,0.19715251,0.00009559581,0.0014595437,0.00047279292,0.0000020882987,0.00045995,0.00022844067],"genre_scores_gemma":[0.99638,5.588684e-7,0.0032362991,0.000009830993,0.00010074972,0.00017175302,0.000021852205,0.000016293769,0.000062702726],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987963,0.0000127836465,0.00024445922,0.0002083527,0.00014536265,0.00059276377],"domain_scores_gemma":[0.99960154,0.0000036075223,0.000021828553,0.0002439454,0.000073818774,0.000055252778],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00066171994,0.00011888154,0.00013352474,0.0006811806,0.0001239237,0.000078235,0.00021833196,0.0001285893,0.0000037924274],"category_scores_gemma":[0.000005753225,0.00008756654,0.000015084403,0.00043558513,0.00013288263,0.0012465738,0.000036575817,0.00008159669,0.000022217893],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006925847,0.000068445464,0.005102055,0.000058671103,0.0000041836347,8.3627486e-7,0.001257087,0.4195208,0.56952864,0.003780692,0.00011028788,0.00056134205],"study_design_scores_gemma":[0.0003007154,0.00006233954,0.00023414478,0.00001833256,0.0000036596055,0.0000333781,0.0000694168,0.7841409,0.21401307,0.0002591406,0.0006816127,0.00018333696],"about_ca_topic_score_codex":0.000048573424,"about_ca_topic_score_gemma":0.000042690623,"teacher_disagreement_score":0.36462006,"about_ca_system_score_codex":0.00014402796,"about_ca_system_score_gemma":0.000010951432,"threshold_uncertainty_score":0.357086},"labels":[],"label_agreement":null},{"id":"W1992356936","doi":"10.2166/wst.2012.002","title":"Removal of cyanobacterial metabolites through wastewater treatment plant filters","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Aquatic Ecosystems and Phytoplankton Dynamics","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"National Research Council Canada; Melbourne Water","keywords":"Geosmin; Effluent; Wastewater; Environmental chemistry; Filtration (mathematics); Sand filter; Biodegradation; Biofilter; Filter (signal processing); Pulp and paper industry; Chemistry; Sewage treatment; Cyanobacteria; Environmental engineering; Environmental science; Cylindrospermopsin; Waste management; Biology; Bacteria; Organic chemistry","score_opus":0.012111997766280663,"score_gpt":0.2223525770611461,"score_spread":0.21024057929486545,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1992356936","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9946881,0.000036263205,0.00015358841,0.0002523025,0.0005870156,0.00018564021,0.000026869511,0.00006470775,0.0040055146],"genre_scores_gemma":[0.9957583,0.000013323136,0.0037786446,0.00002833596,0.000047085196,0.00002053243,0.000009430464,0.000008971052,0.00033538876],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983806,0.00002394161,0.00029253875,0.00031625325,0.00027082232,0.0007158672],"domain_scores_gemma":[0.99932253,0.000011187147,0.00008731811,0.0004886586,0.000007878547,0.00008243126],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003614136,0.00017074385,0.00026489844,0.0001353321,0.00015313759,0.000019882596,0.00052055693,0.00010650269,0.0005649648],"category_scores_gemma":[0.000012943129,0.00009991881,0.000050060535,0.00043042065,0.0010794458,0.0005062827,0.00033845849,0.00006279997,0.0003756398],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017262324,0.00012914726,0.039716206,0.0000066553766,0.000011092062,0.000014004946,0.0025234853,0.00006267243,0.9516492,0.004807357,0.00002639707,0.0010365535],"study_design_scores_gemma":[0.0002579264,0.00016440591,0.001076308,0.000007883891,0.00001821741,0.00033381514,0.00022471938,0.0003553085,0.94031435,0.0010653657,0.056004297,0.00017738287],"about_ca_topic_score_codex":0.0002610074,"about_ca_topic_score_gemma":0.00004260658,"teacher_disagreement_score":0.0559779,"about_ca_system_score_codex":0.00017296619,"about_ca_system_score_gemma":0.000015100229,"threshold_uncertainty_score":0.6185968},"labels":[],"label_agreement":null},{"id":"W1992550330","doi":"10.2166/wst.2009.538","title":"Decision support systems in water and wastewater treatment process selection and design: a review","year":2009,"lang":"en","type":"review","venue":"Water Science & Technology","topic":"Process Optimization and Integration","field":"Engineering","cited_by":83,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Decision support system; USable; Selection (genetic algorithm); Identification (biology); Risk analysis (engineering); Heuristic; Engineering; Decision analysis; Process (computing); Computer science; Management science; Operations research; Artificial intelligence; Business","score_opus":0.025094220195930727,"score_gpt":0.29524896269578454,"score_spread":0.27015474249985383,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1992550330","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00013250516,0.99397546,0.0042257477,0.000074873664,0.00012504942,0.0011339267,0.0000010683673,0.00026172513,0.000069644564],"genre_scores_gemma":[0.0017789465,0.99698097,0.0007586343,0.000013670056,0.000010901713,0.00034528208,0.000020423571,0.000021372034,0.00006981601],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99845237,0.000024587289,0.00048839644,0.0004763479,0.00014936649,0.00040895413],"domain_scores_gemma":[0.99962914,0.0000073594697,0.00004080212,0.00019494668,0.000072365496,0.00005540893],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043241627,0.00032018937,0.00079583906,0.0012356695,0.00008973328,0.00011004397,0.00023076925,0.00029251262,0.000011346625],"category_scores_gemma":[0.000018033248,0.00016248878,0.000029313918,0.00081072876,0.0001288418,0.00036435868,0.00004253067,0.00017977496,0.000022122365],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000017255761,0.000018170536,0.0000020106504,0.006739418,0.000007439808,0.0000069022612,0.00016222722,0.0008076235,0.0001651904,0.000022839356,0.00003183007,0.9920346],"study_design_scores_gemma":[0.00038330836,0.00063874957,3.5637225e-7,0.026693845,0.00022813636,0.0011520869,0.000039731105,0.027597614,0.01428442,0.00037478804,0.9277571,0.00084985996],"about_ca_topic_score_codex":0.0000030488545,"about_ca_topic_score_gemma":0.000004816532,"teacher_disagreement_score":0.9911848,"about_ca_system_score_codex":0.00024267822,"about_ca_system_score_gemma":0.00006290848,"threshold_uncertainty_score":0.66261005},"labels":[],"label_agreement":null},{"id":"W1992736847","doi":"10.2166/wst.2006.319","title":"Implementation of the Alberta Water for Life Strategy: strategic partnerships in action","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Soil and Water Nutrient Dynamics","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Alberta Environment and Protected Areas","funders":"","keywords":"General partnership; Stewardship (theology); Environmental planning; Stakeholder; Watershed management; Government (linguistics); Business; Watershed; Mandate; Action plan; Environmental resource management; Work (physics); Water supply; Sustainability; Deliverable; Engineering; Political science; Environmental science; Environmental engineering; Management; Public relations; Ecology","score_opus":0.03287557168275458,"score_gpt":0.2732969143458887,"score_spread":0.24042134266313414,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1992736847","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99640584,0.0000021336891,0.00010936771,0.002206031,0.00013149827,0.00032124983,0.0000018139339,0.000027334992,0.00079474703],"genre_scores_gemma":[0.99955827,0.000001350858,0.00009208052,0.00003964563,0.00001227615,0.000060754337,0.000007067626,0.0000063061048,0.00022225999],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986526,0.000018012508,0.00026713562,0.00033146644,0.00022106202,0.00050971913],"domain_scores_gemma":[0.99961376,0.000008325702,0.00005376311,0.00028200555,0.000013693152,0.00002843685],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036003167,0.000106929205,0.00010729818,0.00018117928,0.00017035088,0.00003087249,0.0005595074,0.00008997407,0.00005850546],"category_scores_gemma":[0.0000046687464,0.000055561435,0.000035119447,0.00059431203,0.00085162756,0.0002999136,0.0002167964,0.00009249792,0.000034801844],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009501896,0.00006270297,0.8427363,0.0000074783975,0.0000014230361,4.1224658e-7,0.00029669725,0.0018010153,0.14802076,0.006137722,0.000031921718,0.00089407474],"study_design_scores_gemma":[0.00054727134,0.00012708677,0.029939864,0.0000047229114,0.0000079505035,0.000004659887,0.0012777137,0.0019748416,0.8214241,0.14367874,0.00085499673,0.00015806229],"about_ca_topic_score_codex":0.002279123,"about_ca_topic_score_gemma":0.0043684808,"teacher_disagreement_score":0.8127964,"about_ca_system_score_codex":0.00013017298,"about_ca_system_score_gemma":0.000023975914,"threshold_uncertainty_score":0.34453675},"labels":[],"label_agreement":null},{"id":"W1992755090","doi":"10.2166/wst.2009.523","title":"Evaluation of plant-wide WWTP control strategies including the effects of filamentous bulking sludge","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Segmented filamentous bacteria; Settling; Environmental engineering; Biomass (ecology); Bioreactor; Activated sludge; Total suspended solids; Pulp and paper industry; Environmental science; Sludge bulking; Sewage treatment; Engineering; Biology; Agronomy; Botany; Chemical oxygen demand","score_opus":0.012704392302083721,"score_gpt":0.24546372546922657,"score_spread":0.23275933316714284,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1992755090","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99784225,0.00009259657,0.00023078773,0.00050776394,0.000101049714,0.0004328569,0.0000019513038,0.000045696495,0.0007450194],"genre_scores_gemma":[0.999382,0.0000054398047,0.0005133516,0.000051367184,0.000006928704,0.000017645796,0.0000014423094,0.0000036894687,0.000018126797],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99823827,0.000062403495,0.00022859179,0.00028440787,0.0007988703,0.0003874709],"domain_scores_gemma":[0.99943,0.00004706957,0.00011189314,0.00033993815,0.000042429212,0.000028697832],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013357757,0.00012673666,0.00017937022,0.00021403872,0.0002162018,0.00002887135,0.00065883785,0.00007129548,0.000050577462],"category_scores_gemma":[0.00008989893,0.0000695414,0.000039949555,0.0005672006,0.0010927549,0.00030651042,0.00017836475,0.00008725021,0.000023381055],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009564848,0.000052419044,0.0031077748,0.0000039376046,0.000008607742,0.0000041263497,0.0007296729,0.00047003737,0.9888772,0.0002631778,0.00001614587,0.006457353],"study_design_scores_gemma":[0.0006201923,0.00035713287,0.006447117,0.000021403208,0.0000761606,0.000015921894,0.00028924536,0.0014410669,0.97944474,0.011120116,0.000081723345,0.00008519427],"about_ca_topic_score_codex":0.000070971786,"about_ca_topic_score_gemma":0.00001702285,"teacher_disagreement_score":0.010856939,"about_ca_system_score_codex":0.00015256014,"about_ca_system_score_gemma":0.000038488295,"threshold_uncertainty_score":0.4026301},"labels":[],"label_agreement":null},{"id":"W1994019092","doi":"10.2166/wst.2010.898","title":"A systematic approach for model verification: application on seven published activated sludge models","year":2010,"lang":"en","type":"review","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":77,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"EnviroSim (Canada); Université Laval","funders":"","keywords":"Computer science; Activated sludge model; Software; Conceptual model; Point (geometry); Typing; Data mining; Activated sludge; Mathematics; Environmental science; Programming language; Database; Environmental engineering; Wastewater","score_opus":0.03051045228344865,"score_gpt":0.2650538947981464,"score_spread":0.23454344251469775,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1994019092","genre_codex":"review","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0035731443,0.46688303,0.4399762,0.0015310341,0.0009799553,0.060331397,0.00027885402,0.0042594895,0.022186894],"genre_scores_gemma":[0.044557728,0.41586518,0.44671023,0.00026419197,0.00035750022,0.074027635,0.002675169,0.00078969775,0.014752664],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9963951,0.000047664817,0.0006835737,0.0015109628,0.0005465773,0.0008160947],"domain_scores_gemma":[0.9977041,0.000026953301,0.00035955675,0.0017285692,0.00004874447,0.0001320772],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00094910245,0.00054250855,0.0011475111,0.0008034974,0.00046005854,0.00018701892,0.0024355703,0.00076048216,0.000024233033],"category_scores_gemma":[0.00004042291,0.00032353646,0.00024805046,0.0015485522,0.0009384069,0.0006942856,0.0004990707,0.00049214734,0.0004656204],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001004856,0.0029115775,0.0000054069706,0.07942841,0.00041089827,0.000013238148,0.0023359929,0.014776125,0.12816872,0.020484148,0.0008898022,0.75047517],"study_design_scores_gemma":[0.0017002671,0.00073099113,3.315792e-7,0.007401179,0.0023673486,0.0005023065,0.00021283209,0.534461,0.1344792,0.04071375,0.2732866,0.004144168],"about_ca_topic_score_codex":0.00000866164,"about_ca_topic_score_gemma":0.0000016988741,"teacher_disagreement_score":0.74633104,"about_ca_system_score_codex":0.0005834762,"about_ca_system_score_gemma":0.000105251,"threshold_uncertainty_score":0.9999217},"labels":[],"label_agreement":null},{"id":"W1994319468","doi":"10.2166/wst.2014.445","title":"Comparative study on adsorption of perfluorooctane sulfonate (PFOS) and perfluorooctanoate (PFOA) by different adsorbents in water","year":2014,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Per- and polyfluoroalkyl substances research","field":"Environmental Science","cited_by":88,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Maxxam (Canada); Environment and Climate Change Canada","funders":"","keywords":"Adsorption; Perfluorooctane; Chemistry; Environmental chemistry; Sulfonate; Activated carbon; Aqueous solution; Groundwater; Ion exchange; Pollutant; Contamination; Water treatment; Carbon fibers; Inorganic chemistry; Organic chemistry; Environmental engineering; Sodium; Ion; Environmental science; Materials science; Geology","score_opus":0.014724740598674022,"score_gpt":0.2714769532865657,"score_spread":0.25675221268789167,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1994319468","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997456,0.00013793998,0.00005241081,0.00043926996,0.0000849278,0.0005151831,0.0000051158327,0.000057875324,0.0012512744],"genre_scores_gemma":[0.99952567,0.00003494395,0.000038403767,0.000047660473,0.000007798325,0.00007203067,0.000004355074,0.000011085844,0.0002580649],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99693626,0.00013329781,0.0003827433,0.0008478409,0.0007892225,0.00091061945],"domain_scores_gemma":[0.99921894,0.000028839677,0.000056613968,0.0005338959,0.00003000494,0.00013173383],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00087615644,0.00027019012,0.00042392378,0.0005395633,0.00019871254,0.000050083185,0.00090911693,0.0001287064,0.0003455303],"category_scores_gemma":[0.00002406274,0.00015883095,0.000030449966,0.00067578856,0.0021056072,0.00036950994,0.0007043009,0.00034558415,0.0001911541],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006151925,0.00038950815,0.18915099,0.0000040587684,0.0000037438397,0.0000026397458,0.0038419296,0.000060850423,0.7975272,0.000036096986,0.000033755736,0.008887726],"study_design_scores_gemma":[0.00094510714,0.0015124369,0.069857724,0.00002139445,0.000006248061,0.0000073569627,0.0010964643,0.0023418176,0.9220456,0.0007957265,0.0010994774,0.00027067936],"about_ca_topic_score_codex":0.00018177649,"about_ca_topic_score_gemma":0.000286362,"teacher_disagreement_score":0.12451838,"about_ca_system_score_codex":0.00021828923,"about_ca_system_score_gemma":0.0000069643047,"threshold_uncertainty_score":0.7758198},"labels":[],"label_agreement":null},{"id":"W1994420851","doi":"10.2166/wst.2008.002","title":"Phosphorus recovery from wastewater through struvite formation in fluidized bed reactors: a sustainable approach","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Phosphorus and nutrient management","field":"Environmental Science","cited_by":104,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Struvite; Wastewater; Supersaturation; Phosphorus; Phosphate; Fluidized bed; Sewage treatment; Waste management; Pulp and paper industry; Environmental science; Chemistry; Environmental engineering; Materials science; Metallurgy; Engineering","score_opus":0.009761871044949771,"score_gpt":0.19730231380869817,"score_spread":0.1875404427637484,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1994420851","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9926834,0.00007562005,0.0007008585,0.0006222324,0.00011795015,0.0005137874,0.0000028107743,0.000170583,0.0051127505],"genre_scores_gemma":[0.99525094,0.00018808203,0.0038260366,0.00014704678,0.000010478731,0.000108236716,0.000018630575,0.00001330699,0.00043726238],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99728304,0.00002670416,0.00037023076,0.0007489445,0.000502575,0.0010685327],"domain_scores_gemma":[0.9991523,0.00000933477,0.000080488324,0.00066853326,0.000020063291,0.00006926779],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044726543,0.00021980268,0.0002519127,0.00037732255,0.00042279952,0.00006482101,0.0009999595,0.0001563995,0.00016784076],"category_scores_gemma":[0.00003521932,0.00015937086,0.000047228103,0.0018235304,0.0011447672,0.002130703,0.0012213413,0.00021676943,0.00034469657],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00030851696,0.0008470575,0.052162886,0.000025211753,0.000018212933,0.00046127322,0.016250325,0.00050085405,0.9199619,0.0021890877,0.003154617,0.0041200467],"study_design_scores_gemma":[0.00076495565,0.00014121617,0.0011839749,0.0000094820525,0.0000063276557,0.000033255772,0.0017418292,0.0005280738,0.96249855,0.013907021,0.018886384,0.0002989556],"about_ca_topic_score_codex":0.002308967,"about_ca_topic_score_gemma":0.000018115812,"teacher_disagreement_score":0.050978914,"about_ca_system_score_codex":0.0006963948,"about_ca_system_score_gemma":0.0000179707,"threshold_uncertainty_score":0.64989555},"labels":[],"label_agreement":null},{"id":"W1994576380","doi":"10.2166/wst.2007.606","title":"Elemental balance based methodology to establish reaction stoichiometry in environmental modeling","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; EnviroSim (Canada)","funders":"Canada Research Chairs","keywords":"Stoichiometry; Anammox; Chemistry; Denitrification; Nitrogen; Physical chemistry; Organic chemistry","score_opus":0.02044256093837639,"score_gpt":0.260238660266216,"score_spread":0.23979609932783963,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1994576380","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9803417,0.000013132285,0.017628174,0.00055010454,0.00021278883,0.00030769952,0.000002975378,0.00012217363,0.0008212819],"genre_scores_gemma":[0.93181527,0.0000020254386,0.06779933,0.00023076094,0.000017343144,0.000023170189,0.000008652653,0.000014698634,0.00008875097],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99721485,0.000042935408,0.00035313884,0.0008188568,0.00046789547,0.0011023069],"domain_scores_gemma":[0.99932206,0.00002365547,0.00004498081,0.00044619135,0.000005409952,0.00015771245],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001988639,0.00021876566,0.00022048528,0.0014654569,0.00023457658,0.000033029573,0.0007431427,0.00015638086,0.0002552912],"category_scores_gemma":[0.00003476772,0.00017402657,0.00004123639,0.001989629,0.0006696177,0.0004763223,0.0005603222,0.00022779978,0.0005078883],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000042637268,0.000113771945,0.08596868,9.622757e-7,0.0000018699739,0.00004225088,0.00025143832,0.0016139643,0.9069721,0.000030874373,0.000005875284,0.0049555534],"study_design_scores_gemma":[0.000581147,0.00023069895,0.0063003,0.0000062122704,0.000007398482,0.000054527718,0.0006837822,0.009430212,0.9806506,0.0010620449,0.0007092617,0.0002838145],"about_ca_topic_score_codex":0.00023975222,"about_ca_topic_score_gemma":0.00024560865,"teacher_disagreement_score":0.07966838,"about_ca_system_score_codex":0.0009082276,"about_ca_system_score_gemma":0.0000153706,"threshold_uncertainty_score":0.70965976},"labels":[],"label_agreement":null},{"id":"W1995147084","doi":"10.2166/wst.2007.201","title":"Taste and odour research: a utility's perspective","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Treatment and Disinfection","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Regional Municipality of Durham","funders":"","keywords":"Outreach; Taste; Government (linguistics); Perspective (graphical); Work (physics); Business; Control (management); Environmental planning; Mechanism (biology); Field research; Public relations; Engineering; Political science; Computer science; Psychology; Sociology; Management; Economics; Environmental science; Economic growth; Social science","score_opus":0.044968020586401494,"score_gpt":0.3146171647286195,"score_spread":0.269649144142218,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1995147084","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9625476,0.000024073259,0.00048465954,0.002099063,0.000099318226,0.00016636001,4.3061513e-7,0.00013048136,0.034448013],"genre_scores_gemma":[0.9987877,0.000004342646,0.00051984657,0.00003092241,0.000016445505,0.000008285279,3.6478536e-7,0.00000469166,0.000627401],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99828017,0.000019495415,0.00010501294,0.000527498,0.0003634434,0.00070438505],"domain_scores_gemma":[0.9995416,0.000014533792,0.000015194884,0.00029115382,0.000038002734,0.00009955327],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.001664359,0.000093140734,0.00008142092,0.0005554,0.00056071463,0.000059083046,0.0003167537,0.00008607391,0.0002314827],"category_scores_gemma":[0.000061547486,0.000061393184,0.000015044693,0.001383549,0.0039372733,0.00038904903,0.00064076245,0.00017635507,0.000605841],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000049180395,0.00023260167,0.43885818,0.0000031396005,0.0000058015607,0.000080885125,0.006518752,0.000006040831,0.51890767,0.009601586,0.0003484068,0.02538774],"study_design_scores_gemma":[0.00039977618,0.00042009054,0.09320661,0.0000062607223,0.0000066704074,0.00011718928,0.0047702403,0.000115744486,0.8107191,0.07839147,0.011633709,0.00021316674],"about_ca_topic_score_codex":0.0005634206,"about_ca_topic_score_gemma":0.00026457498,"teacher_disagreement_score":0.3456516,"about_ca_system_score_codex":0.00030647582,"about_ca_system_score_gemma":0.000010569729,"threshold_uncertainty_score":0.99877346},"labels":[],"label_agreement":null},{"id":"W1995669475","doi":"10.2166/wst.2008.011","title":"Beneficial reuse of precast concrete industry sludge to produce alkaline stabilized biosolids","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Recycling and utilization of industrial and municipal waste in materials production","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Windsor; Toronto and Region Conservation Authority","funders":"","keywords":"Biosolids; Lime; Sewage sludge; Waste management; Environmental science; Precast concrete; Fertilizer; Pulp and paper industry; Sewage; Environmental engineering; Chemistry; Materials science; Engineering; Metallurgy","score_opus":0.02830120093679872,"score_gpt":0.25349180340075594,"score_spread":0.22519060246395722,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1995669475","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9963883,0.000030377738,0.0001357861,0.0011775636,0.0012809595,0.00024612213,0.000008889573,0.0003909322,0.00034106828],"genre_scores_gemma":[0.99827963,0.000040188188,0.001243088,0.000021329719,0.00016839322,0.000021443786,0.0000045863785,0.0000150154965,0.00020629587],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99866515,0.000016764168,0.00038552028,0.00033886763,0.00020405052,0.00038963172],"domain_scores_gemma":[0.99901867,0.0000063390576,0.00004183085,0.00066814676,0.00018907929,0.00007595591],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045288898,0.00014170691,0.0002501152,0.0006145143,0.00017438993,0.000017467717,0.0006903584,0.0003167691,0.000046360907],"category_scores_gemma":[0.0003210141,0.00010882356,0.000025350078,0.001225297,0.00056831836,0.00016085696,0.00022943036,0.0002488668,0.00003287572],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023028373,0.000008146693,0.00019369957,0.0000140020475,0.000004010109,0.0000019307852,0.00057710276,0.006393446,0.9915696,0.00010561692,0.00021146305,0.00089798437],"study_design_scores_gemma":[0.00021188344,0.00014603464,0.000036865174,0.000027324573,0.0000050909125,0.000032060896,0.00011391412,0.00046666266,0.9869276,0.0001700334,0.011719824,0.00014270714],"about_ca_topic_score_codex":0.000024580882,"about_ca_topic_score_gemma":0.0000018566902,"teacher_disagreement_score":0.0115083605,"about_ca_system_score_codex":0.000043448745,"about_ca_system_score_gemma":0.000051513645,"threshold_uncertainty_score":0.44376957},"labels":[],"label_agreement":null},{"id":"W1996141063","doi":"10.2166/wst.2007.199","title":"Tastes and odours in drinking water: where are we today?","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Advanced Chemical Sensor Technologies","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Environment and Climate Change Canada","funders":"","keywords":"Key (lock); Position (finance); Engineering; Business; Ecology; Biology","score_opus":0.008242465206107389,"score_gpt":0.22218821058238244,"score_spread":0.21394574537627506,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1996141063","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9923556,0.000525363,0.0019384314,0.0027983189,0.000120323624,0.00009875789,4.796731e-7,0.0016952354,0.0004675042],"genre_scores_gemma":[0.9972033,0.00018102364,0.0025212842,0.0000160257,0.00001108249,0.000008942426,4.1376268e-7,0.000017538734,0.000040392275],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99822575,0.0000020005189,0.00021568255,0.0003723483,0.0001515382,0.0010326611],"domain_scores_gemma":[0.99953926,0.000014509421,0.000016358908,0.00034885487,0.000028028408,0.000053006137],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019308805,0.0001723274,0.00019420739,0.0009022978,0.00009332024,0.000033489923,0.0006192425,0.00025197476,0.000009726125],"category_scores_gemma":[0.00003273333,0.00011723708,0.000014646082,0.000783752,0.0010752616,0.00026296914,0.00038200436,0.00038378322,0.000020229767],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000016150651,0.000006009757,0.008486073,0.000013729858,0.0000014189452,0.00004509451,0.00022048756,0.0005497778,0.9741555,0.00040568414,0.000008399089,0.016106214],"study_design_scores_gemma":[0.00012567753,0.000020253816,0.00016036465,0.000048298556,0.0000015503106,0.000042494416,0.0009343919,0.00034761586,0.97839344,0.013961037,0.0057730787,0.00019180977],"about_ca_topic_score_codex":0.0000041951444,"about_ca_topic_score_gemma":0.00009939973,"teacher_disagreement_score":0.015914405,"about_ca_system_score_codex":0.00015428479,"about_ca_system_score_gemma":0.0000019362485,"threshold_uncertainty_score":0.47807896},"labels":[],"label_agreement":null},{"id":"W1996325936","doi":"10.2166/wst.2008.721","title":"Phosphorus recovery from anaerobic digester supernatant by struvite crystallization: model-based evaluation of a fluidized bed reactor","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Phosphorus and nutrient management","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"University of British Columbia","keywords":"Struvite; Fluidized bed; Crystallization; Baffle; Phosphorus; Magnesium; Plug flow; Environmental science; Materials science; Flow (mathematics); Waste management; Chemistry; Chemical engineering; Mechanics; Engineering; Metallurgy; Physics","score_opus":0.01381289776600141,"score_gpt":0.23017916727107704,"score_spread":0.21636626950507562,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1996325936","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9930073,0.00014928373,0.005223906,0.0005128263,0.00014058243,0.00045516787,0.000032881482,0.00010286475,0.00037521284],"genre_scores_gemma":[0.9970496,0.00012900782,0.0024850674,0.00014598094,0.000005452252,0.00006163355,0.00004735923,0.000014039683,0.0000618051],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99724376,0.000035889883,0.00037034598,0.00071225653,0.0011375162,0.00050021557],"domain_scores_gemma":[0.9989774,0.000012177479,0.00011718421,0.00072895974,0.000077863704,0.00008637267],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00074068684,0.00019419155,0.00023243845,0.0002569296,0.0002452642,0.000030644078,0.0008952422,0.00012783411,0.00042282807],"category_scores_gemma":[0.0000545195,0.00014987154,0.000053074793,0.0010958726,0.0013156851,0.000574492,0.00043811,0.00011087971,0.0000749396],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052924726,0.00015600203,0.013643191,0.0000016099002,0.0000072166745,0.000004488865,0.00028021165,0.0028041408,0.98011935,0.000043835335,0.00054359745,0.002343454],"study_design_scores_gemma":[0.0008925081,0.00014481304,0.0010907492,0.000011688058,0.000030858282,0.0000022175777,0.00004073823,0.03866716,0.95496035,0.002173143,0.0017719702,0.00021381174],"about_ca_topic_score_codex":0.00037427657,"about_ca_topic_score_gemma":0.000016793065,"teacher_disagreement_score":0.03586302,"about_ca_system_score_codex":0.00047152644,"about_ca_system_score_gemma":0.00007378891,"threshold_uncertainty_score":0.61115843},"labels":[],"label_agreement":null},{"id":"W1996399430","doi":"10.2166/wst.2009.367","title":"Acquiring reproducible fluorescence spectra of dissolved organic matter at very low concentrations","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Analytical Chemistry and Sensors","field":"Chemical Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Canadian Water Network","keywords":"Cuvette; Fluorescence; Photomultiplier; SIGNAL (programming language); Analytical Chemistry (journal); Dissolved organic carbon; Chemistry; Fluorescence spectroscopy; Materials science; Optics; Chromatography; Detector; Environmental chemistry; Physics; Computer science","score_opus":0.006850705223953109,"score_gpt":0.21735450543036833,"score_spread":0.2105038002064152,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1996399430","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9930617,0.000023291834,0.0018339554,0.003546329,0.00006234402,0.00006182932,0.0000011690262,0.00018001752,0.0012293481],"genre_scores_gemma":[0.9981838,0.000004064492,0.0009302253,0.00008520092,0.000028684126,0.0000018156077,0.0000022292086,0.0000064196392,0.0007575584],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99854946,0.0000031459308,0.0002480907,0.00050004566,0.00019508839,0.00050417316],"domain_scores_gemma":[0.99916315,0.000010893605,0.000037189027,0.0006442703,0.0000678523,0.000076673736],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013130004,0.00012168292,0.00018114988,0.00013402475,0.00012930419,0.000017009872,0.0005599569,0.00011545717,0.0003978283],"category_scores_gemma":[0.0001339473,0.0000938078,0.00004015829,0.0007700912,0.00079588697,0.00015699558,0.00014604478,0.00017409505,0.00015550431],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006748659,0.00002892369,0.0017131614,0.000010960463,0.0000022075237,0.0000061027267,0.00010518844,0.0001222056,0.99746597,0.0004355336,0.000030054138,0.000072943556],"study_design_scores_gemma":[0.00009594432,0.00003068583,0.00039247304,0.000021255588,0.000007655396,0.000020887486,0.000033559147,0.0025206709,0.99600285,0.00065617595,0.000092193324,0.00012562092],"about_ca_topic_score_codex":0.0000017453447,"about_ca_topic_score_gemma":5.4369826e-7,"teacher_disagreement_score":0.0051220865,"about_ca_system_score_codex":0.000117923366,"about_ca_system_score_gemma":0.000019782943,"threshold_uncertainty_score":0.43559408},"labels":[],"label_agreement":null},{"id":"W1998082098","doi":"10.2166/wst.2011.676","title":"Snowmelt and its role in the hydrologic and nutrient budgets of prairie streams","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Soil erosion and sediment transport","field":"Agricultural and Biological Sciences","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of New Brunswick; Environment and Climate Change Canada","funders":"","keywords":"Snowmelt; STREAMS; Environmental science; Nutrient; Hydrology (agriculture); Water year; Ecology; Surface runoff; Geology; Biology; Water resources; Geotechnical engineering; Computer science","score_opus":0.017270669135146615,"score_gpt":0.19734773598494632,"score_spread":0.1800770668497997,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1998082098","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99579805,0.00018265925,6.940348e-7,0.003242706,0.000027967959,0.00014327408,0.0000018027209,0.00003474047,0.00056811655],"genre_scores_gemma":[0.9997422,0.000039999977,0.000024051322,0.00015474642,0.000004835869,0.000014483376,0.0000011415977,2.7538226e-7,0.00001824354],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991769,0.000016868415,0.00013715946,0.00026311813,0.0001427097,0.00026320544],"domain_scores_gemma":[0.99982893,0.00001591857,0.000029488194,0.00006226514,0.00002908506,0.000034337976],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004038081,0.00007748621,0.00010831417,0.00006503683,0.00012249984,0.000011681623,0.00040669565,0.00008858388,0.000026365917],"category_scores_gemma":[0.000015308244,0.000020997397,0.000012921937,0.0005332574,0.00072324596,0.000102442835,0.00010261549,0.0000915159,0.0000040299874],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001791566,0.00015470978,0.21381731,0.0000032740886,0.0000013126704,0.000009507791,0.0020409815,2.2420697e-7,0.7617027,0.0064808712,0.0000074180657,0.015763775],"study_design_scores_gemma":[0.00023520672,0.00095886993,0.24509747,0.000012128215,0.000006613181,0.000037021837,0.0028033026,0.0001984183,0.733363,0.015054284,0.0020853863,0.00014835747],"about_ca_topic_score_codex":0.00008923695,"about_ca_topic_score_gemma":0.00014911102,"teacher_disagreement_score":0.03128015,"about_ca_system_score_codex":0.0000045057986,"about_ca_system_score_gemma":0.00000425507,"threshold_uncertainty_score":0.26648298},"labels":[],"label_agreement":null},{"id":"W1998930071","doi":"10.2166/wst.2006.292","title":"Enhancing urban infrastructure investment planning practices for a changing climate","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrology and Drought Analysis","field":"Environmental Science","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Calgary","funders":"","keywords":"Storm; Drainage; Environmental science; Stormwater; Climate change; Water cycle; Drainage system (geomorphology); Water supply; Water resources; Investment (military); Water resource management; Hydrology (agriculture); Environmental resource management; Environmental engineering; Meteorology; Engineering; Geography; Surface runoff; Geology","score_opus":0.006350866864789546,"score_gpt":0.24388845763432987,"score_spread":0.2375375907695403,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1998930071","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9833281,0.000047087684,0.008837993,0.001614486,0.00012987731,0.00019520124,0.0000016947198,0.00018481609,0.0056607393],"genre_scores_gemma":[0.9905334,0.000002016959,0.008541122,0.0004718775,0.000050068964,0.00006421205,0.000005387269,0.000008295325,0.00032362054],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9978306,0.000015362042,0.00021953603,0.0005503061,0.00021553812,0.0011686147],"domain_scores_gemma":[0.99941933,0.000021756134,0.00017771161,0.00031734532,0.000013875474,0.000049951283],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009954491,0.00014613327,0.0001664956,0.0005700506,0.0010107099,0.00005689427,0.00058682996,0.00015383749,0.00014537408],"category_scores_gemma":[0.000078353354,0.00010470095,0.000041396626,0.0013049616,0.0010859022,0.000543752,0.00065302657,0.00015835912,0.00012254519],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017650751,0.000044990247,0.17576641,0.000010855117,0.000009209519,0.000022525861,0.0019335432,0.0077917194,0.8080216,0.00499227,0.00039925118,0.0009899887],"study_design_scores_gemma":[0.00033457123,0.00017803791,0.0030159787,0.000016604405,0.000055840082,0.000063138636,0.000792167,0.01103309,0.91249335,0.025202991,0.046432454,0.00038174982],"about_ca_topic_score_codex":0.00007485256,"about_ca_topic_score_gemma":0.000091965165,"teacher_disagreement_score":0.17275044,"about_ca_system_score_codex":0.00014525346,"about_ca_system_score_gemma":0.000015688021,"threshold_uncertainty_score":0.7773665},"labels":[],"label_agreement":null},{"id":"W1999096453","doi":"10.2166/wst.2008.130","title":"Adding realism to simulated sensors and actuators","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":53,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Actuator; Obstacle; Markov chain; Control engineering; Fault detection and isolation; Fault (geology); Computer science; Engineering; Artificial intelligence","score_opus":0.010006018706938043,"score_gpt":0.21730132111423575,"score_spread":0.2072953024072977,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1999096453","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973871,0.000005916435,0.000049397055,0.0011708211,0.00007203596,0.00016757965,0.000001403347,0.00020906913,0.00093666674],"genre_scores_gemma":[0.99271804,0.000006785032,0.006515975,0.00011778303,0.000009382061,0.0000055912483,0.0000013283969,0.000009750538,0.00061534223],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984342,0.000014292507,0.00014105842,0.0005345459,0.00026902457,0.00060689903],"domain_scores_gemma":[0.99947155,0.000009079239,0.000021472651,0.00032387226,0.00001087746,0.00016314199],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020720695,0.00015188003,0.00014146317,0.0003805685,0.00060944766,0.00002630288,0.00041147726,0.00009389206,0.0001652265],"category_scores_gemma":[0.000027343563,0.00010113155,0.00002090931,0.0010456824,0.0014518885,0.0002568601,0.0006232902,0.00011342608,0.00073407387],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016113816,0.000042750165,0.042563982,0.0000011749494,0.000006094121,0.00016586503,0.0034371344,0.0005018546,0.94740224,0.000119814045,0.00019287637,0.0055501135],"study_design_scores_gemma":[0.0002681655,0.00016822804,0.0034761506,0.000004821763,0.000007709366,0.00037238796,0.00020020475,0.00056742603,0.9864671,0.00069442345,0.0075329174,0.0002404347],"about_ca_topic_score_codex":0.0001422348,"about_ca_topic_score_gemma":0.000012103635,"teacher_disagreement_score":0.039087832,"about_ca_system_score_codex":0.00012426834,"about_ca_system_score_gemma":0.000009399804,"threshold_uncertainty_score":0.9435279},"labels":[],"label_agreement":null},{"id":"W2000397838","doi":"10.2166/wst.2011.018","title":"Preliminary study on the occurrence and risk arising from bacteria internalized in zooplankton in drinking water","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Fecal contamination and water quality","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Natural Sciences and Engineering Research Council of Canada","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Zooplankton; Bacteria; Biology; Microbiology; Environmental chemistry; Chemistry; Ecology","score_opus":0.013257890474640606,"score_gpt":0.2517093443835465,"score_spread":0.23845145390890587,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2000397838","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977751,0.0000015662406,0.000065067135,0.0013399826,0.00025003107,0.00031082856,0.000002435659,0.000047114947,0.0002078721],"genre_scores_gemma":[0.99971616,0.0000019073946,0.000116918265,0.000096008866,0.0000064746614,0.000033173586,0.0000019133183,0.0000040491414,0.000023370254],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9983437,0.00011903354,0.00026822576,0.00057735335,0.00026029703,0.00043137363],"domain_scores_gemma":[0.99941707,0.000051722454,0.000045885205,0.00043537127,0.000007635659,0.000042344585],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017019574,0.00014142299,0.00015113303,0.00030060296,0.0002029291,0.00010493864,0.0007967631,0.000097900156,0.00028997447],"category_scores_gemma":[0.000089940426,0.000072630326,0.0000132798405,0.00039791298,0.0010946228,0.0003093038,0.0009361518,0.00060841616,0.00014232879],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022363054,0.000094266485,0.7919717,4.7848914e-7,8.964538e-7,0.000014007862,0.00794301,0.000005256734,0.19523445,0.000033943244,0.000002548912,0.0046770675],"study_design_scores_gemma":[0.00041889877,0.0001904635,0.688457,0.000014540416,0.000003404612,0.0000049509886,0.0009045671,0.0005772018,0.305397,0.0034903826,0.00039081302,0.00015077426],"about_ca_topic_score_codex":0.0018088751,"about_ca_topic_score_gemma":0.0029838404,"teacher_disagreement_score":0.11016255,"about_ca_system_score_codex":0.00007878932,"about_ca_system_score_gemma":0.000005514361,"threshold_uncertainty_score":0.40331832},"labels":[],"label_agreement":null},{"id":"W2000957007","doi":"10.2166/wst.2010.123","title":"Treatment of kraft evaporator condensate using a thermophilic submerged anaerobic membrane bioreactor","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":41,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Membrane fouling; Chemistry; Pulp and paper industry; Bioreactor; Biogas; Fouling; Effluent; Kraft paper; Waste management; Anaerobic digestion; Chemical oxygen demand; Membrane bioreactor; Sewage treatment; Methane; Evaporator; Membrane; Organic chemistry; Biochemistry","score_opus":0.01772640404095025,"score_gpt":0.25831413871335207,"score_spread":0.24058773467240183,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2000957007","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976068,0.00001627104,0.00005322522,0.00081311987,0.00029523767,0.00039514847,0.000005735523,0.0003942854,0.00042015445],"genre_scores_gemma":[0.99639165,0.00001453812,0.0033641898,0.000023419501,0.0000121472385,0.000035972487,0.0000022732388,0.000016472879,0.00013931295],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9978217,0.000020449039,0.0003784388,0.0006903362,0.00040564622,0.00068342034],"domain_scores_gemma":[0.9986024,0.000010940201,0.00016026162,0.0010878945,0.00004409228,0.00009441879],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00031613663,0.0002541133,0.0003297903,0.00066907634,0.00026507035,0.000033509303,0.0010965052,0.00028075313,0.00081015547],"category_scores_gemma":[0.00006877793,0.00016678675,0.00006275365,0.00184889,0.0050092638,0.00038636156,0.0003650703,0.00019038716,0.0002604917],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000064162655,0.00009709885,0.00665348,0.0000024619198,0.0000051003744,0.0000097180155,0.00027036562,0.000052485495,0.9905692,0.00044502938,0.0000031740237,0.0018854836],"study_design_scores_gemma":[0.00034027628,0.0002664941,0.00083525595,0.0000024460953,0.000014311371,0.00005796446,0.00011481576,0.001029829,0.99451715,0.00095741235,0.0016606103,0.0002034455],"about_ca_topic_score_codex":0.00023404688,"about_ca_topic_score_gemma":0.00016945884,"teacher_disagreement_score":0.005818224,"about_ca_system_score_codex":0.00019172943,"about_ca_system_score_gemma":0.00006207868,"threshold_uncertainty_score":0.99769855},"labels":[],"label_agreement":null},{"id":"W2001042040","doi":"10.2166/wst.2007.193","title":"Analytical approaches to characterising fish tainting potential of oil sands process waters","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Cultural Heritage Materials Analysis","field":"Arts and Humanities","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Environment and Climate Change Canada; Syncrude (Canada)","funders":"Syncrude","keywords":"Dichloromethane; Stage (stratigraphy); Extraction (chemistry); Chromatography; Solvent; Chemistry; Rainbow trout; Fish <Actinopterygii>; Mass spectrometry; Environmental science; Environmental chemistry; Pulp and paper industry; Fishery; Geology; Biology; Engineering; Organic chemistry","score_opus":0.058351718151978364,"score_gpt":0.24422553147903672,"score_spread":0.18587381332705835,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2001042040","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99436677,0.0000029791668,0.0001894714,0.0023563856,0.00028114332,0.000057447316,0.0000047128515,0.00013037771,0.002610692],"genre_scores_gemma":[0.9985808,6.794397e-7,0.00021263523,0.0001013972,0.00013811092,0.000006523154,0.0000054688444,0.000009965364,0.0009444284],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982589,0.000009960342,0.00039238733,0.0004017525,0.00029983284,0.00063717016],"domain_scores_gemma":[0.9994073,0.0000046996925,0.000079397854,0.0002533287,0.00017864155,0.000076617755],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008715222,0.00014674086,0.0002813948,0.00082808395,0.00040717705,0.00024622452,0.0005977219,0.000074063086,0.00023661651],"category_scores_gemma":[0.000039298084,0.00009278665,0.00006061285,0.00043363468,0.001431356,0.0003694466,0.00026462003,0.00010353556,0.00002793505],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000078546385,0.00015156323,0.0021314535,0.00014464905,0.000049789596,0.000054099844,0.05741325,0.00009175368,0.88476706,0.021047994,0.000030251078,0.03403961],"study_design_scores_gemma":[0.00017824543,0.0001430611,0.0004476972,0.000052705065,0.000057598394,0.000025182122,0.019498311,0.00061136956,0.9732674,0.00081600517,0.0045416537,0.00036080377],"about_ca_topic_score_codex":0.000061353945,"about_ca_topic_score_gemma":0.00008467163,"teacher_disagreement_score":0.08850033,"about_ca_system_score_codex":0.000047700774,"about_ca_system_score_gemma":0.000018224428,"threshold_uncertainty_score":0.52738905},"labels":[],"label_agreement":null},{"id":"W2001220341","doi":"10.2166/wst.2012.112","title":"Adsorption study of a commonly used antidepressant drug, fluoxetine hydrochloride, onto a crosslinked β-cyclodextrin-carboxymethylcellulose polymer","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Drug Solubulity and Delivery Systems","field":"Pharmacology, Toxicology and Pharmaceutics","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Cyclodextrin; Adsorption; Chemistry; Drug; Hydrochloride; Antidepressant; Polymer; Chromatography; Pharmacology; Organic chemistry; Medicine; Psychiatry","score_opus":0.0674798000930561,"score_gpt":0.37899920746700927,"score_spread":0.31151940737395317,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2001220341","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99409336,0.0009402267,0.00010204436,0.0005164955,0.001707948,0.0010410979,0.0000150615215,0.00035449193,0.0012292708],"genre_scores_gemma":[0.9985385,0.000027399787,0.00004584506,0.00019104894,0.00016469407,0.00012795495,0.000007055661,0.00002771868,0.0008698018],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9959922,0.0004180062,0.0008877443,0.00071220926,0.0005566445,0.0014332285],"domain_scores_gemma":[0.998077,0.00013627586,0.0003011351,0.0009112875,0.00024007882,0.0003342596],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0033339802,0.00037951203,0.0006662143,0.0012073044,0.00054561073,0.000034074732,0.0013851005,0.00046480898,0.00031173616],"category_scores_gemma":[0.00009095079,0.0002984072,0.00011210876,0.001646254,0.0020386607,0.00061464094,0.0007553855,0.00090699596,0.00033455848],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002342448,0.002165933,0.24584046,0.00003264815,0.00006522099,0.000013779495,0.009313475,0.0000817083,0.74072254,0.0006110908,0.00009693998,0.0008219684],"study_design_scores_gemma":[0.0026568754,0.00041744683,0.004001222,0.000018683753,0.00013255417,0.00006204688,0.0030344594,0.0010966917,0.982031,0.00019373649,0.0059427,0.00041259988],"about_ca_topic_score_codex":0.0005333754,"about_ca_topic_score_gemma":0.00016068877,"teacher_disagreement_score":0.24183923,"about_ca_system_score_codex":0.00012225583,"about_ca_system_score_gemma":0.00010295972,"threshold_uncertainty_score":0.99994683},"labels":[],"label_agreement":null},{"id":"W2001313745","doi":"10.2166/wst.2013.465","title":"Simulating future trends in urban stormwater quality for changing climate, urban land use and environmental controls","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Environment and Climate Change Canada","funders":"","keywords":"Impervious surface; Environmental science; Stormwater; Surface runoff; Low-impact development; Urbanization; Bioretention; Pollutant; Land use; Water quality; Environmental engineering; Hydrology (agriculture); Nonpoint source pollution; Water resource management; Stormwater management; Civil engineering; Engineering","score_opus":0.013635808722064307,"score_gpt":0.23479097069093946,"score_spread":0.22115516196887516,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2001313745","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970035,0.000024771382,0.00060728466,0.0012632336,0.00013989485,0.00056235323,0.000018821253,0.00014281711,0.0002373489],"genre_scores_gemma":[0.99739486,0.000004735994,0.0013578348,0.00019211079,0.000043593962,0.00019711744,0.000022492266,0.000017762717,0.0007694906],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9971888,0.000032802225,0.00034475018,0.0007281863,0.0002775405,0.0014278877],"domain_scores_gemma":[0.9993297,0.00002646357,0.00008112975,0.00045252932,0.00000734773,0.00010282651],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008134198,0.00022880957,0.00024635755,0.00087743026,0.00061616127,0.00016732315,0.00049755274,0.00014202998,0.00030184456],"category_scores_gemma":[0.000019908757,0.00017000549,0.000042108917,0.0007285375,0.0011734851,0.0015292561,0.0011483039,0.00016898056,0.000105816245],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008840814,0.000058055513,0.9070101,0.000005226751,0.0000041694416,0.0000024266162,0.0016173266,0.0001965896,0.08750841,0.00030405517,0.00020856761,0.003076272],"study_design_scores_gemma":[0.0032296565,0.000411126,0.90290785,0.000026451451,0.000042397438,0.000021018988,0.0032179202,0.030791504,0.023070196,0.0013935667,0.03360384,0.0012844699],"about_ca_topic_score_codex":0.00025003593,"about_ca_topic_score_gemma":0.00016056429,"teacher_disagreement_score":0.06443822,"about_ca_system_score_codex":0.00033724966,"about_ca_system_score_gemma":0.0000028221239,"threshold_uncertainty_score":0.6932622},"labels":[],"label_agreement":null},{"id":"W2001404559","doi":"10.2166/wst.2010.981","title":"Production and characterization of lignocellulosic biomass-derived activated carbon","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Adsorption and biosorption for pollutant removal","field":"Environmental Science","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Activated carbon; Lignocellulosic biomass; Adsorption; Biomass (ecology); Chemistry; Pulp and paper industry; Carbon fibers; Specific surface area; Chemical engineering; Materials science; Waste management; Organic chemistry; Lignin; Catalysis; Composite material; Agronomy; Composite number","score_opus":0.0058749568375337765,"score_gpt":0.19790490977290146,"score_spread":0.19202995293536768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2001404559","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972124,8.3559866e-7,0.00004393609,0.0017684947,0.000298817,0.00014448541,0.0000013911978,0.000119185475,0.0004104224],"genre_scores_gemma":[0.999484,0.000004619877,0.0002467771,0.000018434419,0.000015273814,0.0000047496874,0.000002488704,0.0000051466645,0.0002184801],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99904996,0.0000080686295,0.00015303766,0.00035241098,0.00020092129,0.00023562014],"domain_scores_gemma":[0.9996176,0.000001352917,0.00007564307,0.00023496887,0.000021802121,0.000048639566],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022053154,0.000090970556,0.00009498909,0.0003054828,0.00012540155,0.00001657603,0.00023567874,0.000120861456,0.00016183303],"category_scores_gemma":[0.00003295169,0.00006385038,0.0000131785855,0.00091973896,0.0020507295,0.00026135222,0.00021347325,0.00012676585,0.000037123413],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000052056816,0.000026635282,0.009852053,0.000002022813,8.3377074e-7,5.431989e-7,0.00012777907,3.369267e-7,0.98723996,0.000084317915,9.2517695e-7,0.0026594119],"study_design_scores_gemma":[0.00006789579,0.00005008012,0.018117124,0.0000031121924,0.0000031500513,0.000041893873,0.000027252603,0.00021216828,0.98060024,0.00030472278,0.0004832552,0.00008912731],"about_ca_topic_score_codex":0.000025720185,"about_ca_topic_score_gemma":0.00001959233,"teacher_disagreement_score":0.0082650725,"about_ca_system_score_codex":0.000030355002,"about_ca_system_score_gemma":0.000009935977,"threshold_uncertainty_score":0.75559986},"labels":[],"label_agreement":null},{"id":"W2001732627","doi":"10.2166/wst.2007.589","title":"Solving the inverse problem for aggregation in activated sludge flocculation using a population balance framework","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Coagulation and Flocculation Studies","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Vlaamse regering; Universiteit Gent; Canada Research Chairs","keywords":"Flocculation; Inverse problem; Similarity (geometry); Population; Inverse; Mathematical optimization; Property (philosophy); Balance (ability); Mathematics; Computer science; Applied mathematics; Biological system; Engineering; Environmental engineering; Artificial intelligence; Mathematical analysis","score_opus":0.0206284319081351,"score_gpt":0.2802628472295414,"score_spread":0.2596344153214063,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2001732627","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88947177,0.0000075367857,0.10861602,0.00095921214,0.00012648189,0.00051225757,5.404888e-7,0.00009490261,0.00021128128],"genre_scores_gemma":[0.9792105,0.0000016022111,0.020568982,0.00012832647,0.000020333418,0.000026455073,0.0000042498104,0.000007116675,0.000032441305],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9986046,0.0000169868,0.0002974253,0.00036855397,0.00028519714,0.00042724988],"domain_scores_gemma":[0.99952126,0.00004853032,0.00010579961,0.00025427324,0.00003978654,0.000030338359],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011854315,0.00011136742,0.00011205005,0.00038571944,0.0005975324,0.000045059995,0.00027309783,0.00012629677,0.000043529475],"category_scores_gemma":[0.00017294142,0.000076341734,0.000026467362,0.002014095,0.00051573163,0.0005412248,0.00021580578,0.00013723776,0.000021620397],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025137364,0.000028638731,0.64975345,0.0000046938744,0.000002354246,9.11098e-7,0.0019465215,0.028039688,0.30125016,0.0017924065,0.000018503166,0.017137554],"study_design_scores_gemma":[0.0005442223,0.000048200465,0.5578947,0.000055321158,0.00001161681,0.000011511034,0.00075522065,0.25890976,0.13277192,0.046504367,0.0021414303,0.00035170667],"about_ca_topic_score_codex":0.00017662576,"about_ca_topic_score_gemma":0.0005577222,"teacher_disagreement_score":0.23087007,"about_ca_system_score_codex":0.00041243882,"about_ca_system_score_gemma":0.000010634054,"threshold_uncertainty_score":0.45957965},"labels":[],"label_agreement":null},{"id":"W2002034085","doi":"10.2166/wst.2006.707","title":"Characterization of fouled membranes from a membrane enhanced biological phosphorus removal system","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Membrane; Fouling; Membrane fouling; Chemistry; Membrane bioreactor; Filtration (mathematics); Chemical engineering; Microanalysis; Chromatography; Biofouling; Membrane technology; Organic chemistry; Biochemistry","score_opus":0.008449746903425414,"score_gpt":0.20782650733654306,"score_spread":0.19937676043311764,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2002034085","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99128187,0.000025684809,0.002883804,0.0005157193,0.00024021458,0.00037740194,0.000013269284,0.0009343626,0.0037276829],"genre_scores_gemma":[0.9963112,0.000024192022,0.0032944954,0.00002990667,0.00002202959,0.000057888923,0.000032817352,0.00001259568,0.00021488249],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9974393,0.000038311693,0.00056374073,0.0008329217,0.000499531,0.00062619435],"domain_scores_gemma":[0.9988869,0.000021906666,0.00022046875,0.0007745798,0.000048198013,0.000047940677],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00045358058,0.00024263482,0.00039273346,0.00044593107,0.00025904586,0.000042028503,0.0013655241,0.00034936582,0.00039619458],"category_scores_gemma":[0.00007315983,0.0001682479,0.00005881121,0.0018116394,0.0030017463,0.00042440335,0.0006506724,0.00017594857,0.0004783871],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021921445,0.000048463313,0.0017897356,0.000007583723,0.000002733174,0.000012137776,0.00009022597,0.00008058373,0.994363,0.0015968313,0.0000039370475,0.0019828319],"study_design_scores_gemma":[0.00028319488,0.00009220937,0.0024605694,0.000016773267,0.000007861959,0.000032975502,0.00017201898,0.0005312905,0.9932803,0.0015452415,0.001357684,0.00021986687],"about_ca_topic_score_codex":0.00042372252,"about_ca_topic_score_gemma":0.000032513555,"teacher_disagreement_score":0.0050293314,"about_ca_system_score_codex":0.00020751465,"about_ca_system_score_gemma":0.00002312691,"threshold_uncertainty_score":0.9997115},"labels":[],"label_agreement":null},{"id":"W2002048433","doi":"10.2166/wst.2013.780","title":"Performance of novel sludge-bed anaerobic membrane bioreactor (SB-AnMBR) treating prehydrolysis liquor","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"Atlantic Canada Opportunities Agency","keywords":"Chemistry; Pulp and paper industry; Chemical oxygen demand; Lignin; Furfural; Bioreactor; Black liquor; Dissolving pulp; Effluent; Xylose; Acetic acid; Waste management; Wastewater; Cellulose; Fermentation; Organic chemistry","score_opus":0.010791017539006903,"score_gpt":0.22137927645010852,"score_spread":0.2105882589111016,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2002048433","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99410427,0.000012226521,0.00017916,0.0013002213,0.00010245145,0.00048979133,0.0000029080823,0.00058361556,0.0032253698],"genre_scores_gemma":[0.9901334,0.000022630367,0.009099635,0.00005864778,0.000008919046,0.00013623855,0.0000033563415,0.000018125678,0.0005190314],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9971896,0.000016286376,0.0005399421,0.0008146442,0.0005702411,0.0008692757],"domain_scores_gemma":[0.9984904,0.00002546882,0.00021685284,0.0011084524,0.00006263704,0.00009617248],"candidate_categories":["sts","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00046778438,0.0002823105,0.00037550187,0.00089199806,0.00038103206,0.000059512135,0.0018991135,0.00027632833,0.0013292328],"category_scores_gemma":[0.0001462564,0.00019779682,0.000067404275,0.0028261812,0.0037245585,0.0012236678,0.0009758865,0.0002584136,0.00094303844],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000058801606,0.000095513176,0.016760215,0.000011126192,0.000005235286,8.408488e-7,0.00027390345,0.00052349403,0.97665393,0.000100917176,0.000027567248,0.0055413633],"study_design_scores_gemma":[0.00030881297,0.00029122105,0.0035746149,0.000015164605,0.000012290186,0.000021084314,0.00020076007,0.012377466,0.98249704,0.00009676507,0.00034890452,0.0002559027],"about_ca_topic_score_codex":0.00037852456,"about_ca_topic_score_gemma":0.000039461505,"teacher_disagreement_score":0.013185601,"about_ca_system_score_codex":0.00019161297,"about_ca_system_score_gemma":0.000029674617,"threshold_uncertainty_score":0.99983484},"labels":[],"label_agreement":null},{"id":"W2003068201","doi":"10.2166/wst.2008.670","title":"Characterizing denitrification kinetics at cold temperature using various carbon sources in lab-scale sequencing batch reactors","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":39,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"EnviroSim (Canada)","funders":"","keywords":"Denitrification; Methanol; Biomass (ecology); Effluent; Chemistry; Carbon fibers; Wastewater; Pulp and paper industry; Substrate (aquarium); Sequencing batch reactor; Total inorganic carbon; Nitrogen; Sewage treatment; Environmental chemistry; Environmental engineering; Environmental science; Materials science; Ecology; Organic chemistry; Carbon dioxide; Biology","score_opus":0.0135083215136219,"score_gpt":0.20470719733387185,"score_spread":0.19119887582024994,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2003068201","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989205,0.000030295074,0.0000068161958,0.00031736802,0.00012315018,0.00022497255,0.0000015377244,0.00013252492,0.0002428574],"genre_scores_gemma":[0.9961572,0.0000136908975,0.0034215385,0.000045722634,0.000021553215,0.000014350948,0.000004788194,0.000016520356,0.00030462525],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9980236,0.000030502517,0.00026794773,0.00061463733,0.00036612104,0.00069715315],"domain_scores_gemma":[0.99940276,0.00000783117,0.00007748915,0.00041105266,0.000018305198,0.00008253743],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024328278,0.0002076268,0.00020382355,0.00044851913,0.00040335787,0.000040871142,0.0005508025,0.00021472681,0.000036609053],"category_scores_gemma":[0.000012564096,0.00015636353,0.00003126177,0.0013862506,0.0011389253,0.00031153622,0.0004421574,0.000217827,0.00006213938],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005525317,0.000031521147,0.17192902,0.0000015851289,0.000001449717,0.00006162852,0.0017583121,0.000100104735,0.826057,0.000002823653,0.0000010933236,0.000049901562],"study_design_scores_gemma":[0.00020891891,0.000066863206,0.008736326,0.0000119300785,0.000008528202,0.00032838003,0.0002147793,0.0006891107,0.9891977,0.000047433423,0.00028686758,0.0002031609],"about_ca_topic_score_codex":0.0006766697,"about_ca_topic_score_gemma":0.00023476299,"teacher_disagreement_score":0.16319269,"about_ca_system_score_codex":0.0012204378,"about_ca_system_score_gemma":0.000033323995,"threshold_uncertainty_score":0.63763195},"labels":[],"label_agreement":null},{"id":"W2003813280","doi":"10.2166/wst.2010.513","title":"A methodology to bridge the water information gap","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Complex Systems and Decision Making","field":"Decision Sciences","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Transportation of Ontario","funders":"Rijkswaterstaat; Virginia Agricultural Experiment Station, Virginia Polytechnic Institute and State University","keywords":"Bridge (graph theory); Structuring; Process (computing); Information needs; Computer science; Information gap; Information system; Information management; Process management; Engineering; Knowledge management; Business","score_opus":0.2198823903951115,"score_gpt":0.42681623743653385,"score_spread":0.20693384704142234,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2003813280","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8276429,0.000006974739,0.13893782,0.025708623,0.0027385217,0.00039208966,0.000002654134,0.00019874702,0.0043716403],"genre_scores_gemma":[0.9887726,1.6983773e-7,0.008818637,0.0014484396,0.00007152289,0.0000456178,3.9431373e-7,0.0000053325866,0.00083729025],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9960721,0.00013146752,0.000850837,0.0006135907,0.0014749914,0.0008570126],"domain_scores_gemma":[0.99664044,0.00038076748,0.00011460111,0.0019414921,0.0007828183,0.00013988095],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.014062226,0.00016615528,0.0003106507,0.0026823287,0.00089847815,0.0008314039,0.0044993274,0.00017885093,0.0005346726],"category_scores_gemma":[0.0043319855,0.000057115005,0.0000788105,0.002947777,0.001266971,0.0010820647,0.0021265752,0.00043592756,0.007417618],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022945142,0.000017194881,0.002016132,0.000001328287,0.0000031806971,0.000007740444,0.007415746,0.0001134456,0.6987105,0.09979643,0.005588871,0.1863065],"study_design_scores_gemma":[0.0001247366,0.000077867866,0.0022527073,0.000002650162,0.0000023232117,0.00023617278,0.00074117165,0.00077963306,0.16068429,0.24169295,0.5932437,0.00016177246],"about_ca_topic_score_codex":0.00007932367,"about_ca_topic_score_gemma":0.00016013901,"teacher_disagreement_score":0.5876548,"about_ca_system_score_codex":0.000031213254,"about_ca_system_score_gemma":0.00007280674,"threshold_uncertainty_score":0.9933552},"labels":[],"label_agreement":null},{"id":"W2004229671","doi":"10.2166/wst.2007.640","title":"Model-based optimisation of the biological performance of a sidestream MBR","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Universiteit Gent","keywords":"Environmental science; Phosphorus; Effluent; Residence time (fluid dynamics); Nitrate; Chemistry; Environmental engineering; Phosphate; Ammonium; Pulp and paper industry; Engineering","score_opus":0.014825717617501491,"score_gpt":0.2183781269396141,"score_spread":0.2035524093221126,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2004229671","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984219,0.0000049882656,0.0005048501,0.00022404811,0.000040301547,0.00013394622,9.1121746e-7,0.0000335894,0.00063547655],"genre_scores_gemma":[0.9887012,0.0000016078759,0.011205346,0.000023351036,0.0000026372127,0.00000417057,6.882881e-7,0.0000029933365,0.000057964466],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989844,0.000008188108,0.00020045035,0.00023397921,0.00024742374,0.00032555367],"domain_scores_gemma":[0.99952286,0.000007920714,0.00007172,0.0003497553,0.000017666154,0.000030062583],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004510517,0.00008872523,0.0001096672,0.00015113744,0.0001236699,0.000004386277,0.0006566181,0.00008809511,0.000044695127],"category_scores_gemma":[0.000014640885,0.00004343946,0.000040392995,0.00073905766,0.0026259609,0.00011499024,0.00028757247,0.00006932389,0.000021050217],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015406664,0.000053767457,0.14627367,0.0000016642642,9.88475e-7,6.232064e-7,0.00009001585,0.0049242065,0.84654915,0.000062573396,0.0000015398338,0.0020264217],"study_design_scores_gemma":[0.00014887587,0.00016933006,0.011636616,0.0000054398506,0.0000045742745,0.0000064640913,0.000030290641,0.012350002,0.9750672,0.0005019358,0.000022607028,0.000056681063],"about_ca_topic_score_codex":0.000023803223,"about_ca_topic_score_gemma":0.000008744726,"teacher_disagreement_score":0.13463706,"about_ca_system_score_codex":0.000075640935,"about_ca_system_score_gemma":0.000021044723,"threshold_uncertainty_score":0.9675462},"labels":[],"label_agreement":null},{"id":"W2004236399","doi":"10.2166/wst.2008.022","title":"Effects of various process parameters on struvite precipitation kinetics and subsequent determination of rate constants","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Phosphorus and nutrient management","field":"Environmental Science","cited_by":127,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Supersaturation; Struvite; Chemistry; Precipitation; Kinetics; Seeding; Reaction rate constant; Kinetic energy; Analytical Chemistry (journal); Phosphorus; Mixing (physics); Thermodynamics; Chromatography; Meteorology","score_opus":0.0067093777964692255,"score_gpt":0.2157526388957541,"score_spread":0.2090432610992849,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2004236399","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976699,0.000015070801,0.0015938117,0.00010641111,0.000060480666,0.00031918767,0.0000010286705,0.00002353311,0.00021060777],"genre_scores_gemma":[0.99870473,0.00003741811,0.0011904854,0.000025032119,8.0224726e-7,0.000019284073,5.728792e-7,0.0000035515238,0.00001813214],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990616,0.000015725007,0.00017482882,0.00027471507,0.00025353534,0.0002196321],"domain_scores_gemma":[0.99965405,0.000023745175,0.00010062751,0.00016590179,0.00002300319,0.00003267311],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002017226,0.00008440643,0.0001203247,0.00023466443,0.00008431592,0.000006367155,0.00025709704,0.000048785045,0.0000061198575],"category_scores_gemma":[0.000053957225,0.000062320214,0.000011686815,0.0005547327,0.0018388112,0.00015364718,0.00015050203,0.000050466842,0.0000063335415],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038956445,0.00019270313,0.030303042,0.000047712205,0.0000030217059,0.000014532898,0.0014543132,0.0003046051,0.9490285,0.0003950615,0.0000041279504,0.018213427],"study_design_scores_gemma":[0.00027214232,0.00056803046,0.030456737,0.00001804729,0.000007683763,0.0000062243003,0.00003715874,0.00093797146,0.9644941,0.0030975842,0.00003056667,0.00007374719],"about_ca_topic_score_codex":0.000018208633,"about_ca_topic_score_gemma":0.000004754824,"teacher_disagreement_score":0.01813968,"about_ca_system_score_codex":0.00005752196,"about_ca_system_score_gemma":0.000007197353,"threshold_uncertainty_score":0.67751765},"labels":[],"label_agreement":null},{"id":"W2004725441","doi":"10.2166/wst.2007.591","title":"Operation of a SHARON nitritation reactor: practical implications from a theoretical study","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Nitrite; Nitrification; Nitrate; Dilution; Ammonium; Wastewater; Anammox; Chemistry; Environmental engineering; Steady state (chemistry); Environmental science; Waste management; Nitrogen; Process engineering; Thermodynamics; Engineering; Denitrification; Physics; Physical chemistry","score_opus":0.014375262150935033,"score_gpt":0.28777149678808567,"score_spread":0.2733962346371506,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2004725441","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99389696,0.000003238463,0.0032028188,0.001387521,0.000051289277,0.00036853386,0.000003202347,0.000079312325,0.0010071462],"genre_scores_gemma":[0.986302,8.849112e-7,0.013600547,0.00002710331,0.000013183149,0.000021344866,0.000008832036,0.0000062405848,0.000019863337],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985873,0.0000266218,0.00026597988,0.00043341625,0.0003271759,0.00035950198],"domain_scores_gemma":[0.9994001,0.000037932896,0.00005273811,0.00041013316,0.00002902807,0.00007007398],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00072672486,0.000107103435,0.00012577821,0.0002478285,0.00016904625,0.000031973937,0.00037951174,0.00008870981,0.00042626317],"category_scores_gemma":[0.000065822685,0.000071148854,0.000025216823,0.0006819477,0.0015694101,0.00039319205,0.00030065578,0.00011401664,0.00029188948],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026069385,0.00038595745,0.10809102,3.453356e-7,0.0000048517836,0.0000070551373,0.0013105157,0.000004040642,0.88415325,0.0043510636,0.0000089909045,0.0016568706],"study_design_scores_gemma":[0.0003764377,0.00041025126,0.0538331,0.0000019689494,0.000024168765,0.000020998938,0.0010707036,0.00015337527,0.9222569,0.021611413,0.000129184,0.00011150347],"about_ca_topic_score_codex":0.00013715918,"about_ca_topic_score_gemma":0.00008492253,"teacher_disagreement_score":0.05425792,"about_ca_system_score_codex":0.00014917881,"about_ca_system_score_gemma":0.00001990332,"threshold_uncertainty_score":0.5782557},"labels":[],"label_agreement":null},{"id":"W2004938198","doi":"10.2166/wst.2008.024","title":"Long-term land application of biosolids–a case study","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique","funders":"U.S. Environmental Protection Agency","keywords":"Biosolids; Groundwater; Environmental science; Leaching (pedology); Environmental chemistry; Environmental engineering; Nitrate; Contamination; Soil test; Soil water; Soil science; Chemistry; Ecology; Geology","score_opus":0.010272529993018437,"score_gpt":0.2276413549158233,"score_spread":0.21736882492280485,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2004938198","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99761134,0.000040668896,0.0015259065,0.000047318343,0.000108933295,0.00014477567,7.457802e-7,0.00036889923,0.00015143324],"genre_scores_gemma":[0.9998013,0.000007442185,0.00012829827,0.0000045602824,0.00001214974,0.000024121986,7.509662e-7,0.0000065757204,0.000014823546],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993396,0.0000030810775,0.00012734222,0.00017628331,0.0001013665,0.00025234788],"domain_scores_gemma":[0.9995842,0.0000029754813,0.000012486663,0.00032065515,0.000048971335,0.00003071249],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009097448,0.0000757891,0.00010306194,0.0004271412,0.000105833074,0.0000068156805,0.00028172447,0.00007528103,0.000003500479],"category_scores_gemma":[0.000004940658,0.00005348723,0.000011754659,0.000834607,0.00041283906,0.00010250444,0.0000629625,0.00010124832,0.000030339976],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003170167,0.00012685687,0.69960237,0.000016627697,0.0000120162385,0.001196124,0.0021446187,0.0009488353,0.28058505,0.000045289347,0.000012400857,0.015306678],"study_design_scores_gemma":[0.00046459268,0.00019849473,0.022823475,0.0000059131116,0.000012713724,0.0053421524,0.00044474655,0.007341275,0.96292824,0.00010873113,0.000098355726,0.00023132937],"about_ca_topic_score_codex":0.000048216192,"about_ca_topic_score_gemma":0.000051461626,"teacher_disagreement_score":0.6823432,"about_ca_system_score_codex":0.000024433175,"about_ca_system_score_gemma":0.00001143695,"threshold_uncertainty_score":0.21811458},"labels":[],"label_agreement":null},{"id":"W2005498453","doi":"10.2166/wst.2007.499","title":"Slag columns for upgrading phosphorus removal from constructed wetland effluents","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Phosphorus and nutrient management","field":"Environmental Science","cited_by":39,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Montréal; Polytechnique Montréal","funders":"","keywords":"Effluent; Phosphorus; Wetland; Slag (welding); Environmental science; Waste management; Environmental engineering; Constructed wetland; Sewage treatment; Engineering; Chemistry; Ecology; Biology","score_opus":0.0062792956485946015,"score_gpt":0.22234565183421018,"score_spread":0.21606635618561557,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2005498453","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98135376,0.000050574447,0.012530723,0.0005518471,0.0005893839,0.0005258764,0.000011136843,0.000221944,0.004164734],"genre_scores_gemma":[0.98533934,0.000017427059,0.014016033,0.00022195048,0.000023633118,0.000029069965,0.000007672381,0.000013568086,0.0003313222],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9974314,0.00000683693,0.00030851897,0.0007688085,0.00043654075,0.0010478965],"domain_scores_gemma":[0.99921244,0.000027995728,0.000079683,0.0005113179,0.000024127883,0.00014446079],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008426712,0.00018736429,0.00020521886,0.00030454918,0.00056628115,0.000077589495,0.0010762163,0.00014104394,0.00027980344],"category_scores_gemma":[0.00005761704,0.0001473152,0.00005154507,0.0012139812,0.0019262198,0.0002828265,0.0006050022,0.00014392403,0.00030003453],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008070984,0.00007446012,0.13885714,0.000002996615,0.000012012868,0.000057436533,0.00030026154,0.000026859076,0.82867026,0.0018847258,0.0010457431,0.028987374],"study_design_scores_gemma":[0.0008606357,0.00015077344,0.008602932,0.000011861466,0.00001847998,0.000021665368,0.00026468246,0.00071282394,0.8519216,0.01971078,0.11742325,0.00030052243],"about_ca_topic_score_codex":0.0003507763,"about_ca_topic_score_gemma":0.00007499119,"teacher_disagreement_score":0.13025421,"about_ca_system_score_codex":0.00033339649,"about_ca_system_score_gemma":0.0000141095825,"threshold_uncertainty_score":0.7097237},"labels":[],"label_agreement":null},{"id":"W2006100786","doi":"10.2166/wst.2006.176","title":"The effect of Fe(0) on electrokinetic remediation of clay contaminated with perchloroethylene","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Electrokinetic Soil Remediation Techniques","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Environmental remediation; Electrokinetic phenomena; Electrokinetic remediation; Tetrachloroethylene; Chemistry; Anode; Cathode; Contamination; Permeable reactive barrier; Environmental engineering; Environmental chemistry; Trichloroethylene; Electrode; Environmental science","score_opus":0.0015411899838297612,"score_gpt":0.1862737548464216,"score_spread":0.18473256486259185,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2006100786","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9959783,0.000106124986,0.0018666146,0.00029192088,0.00006117121,0.0002823805,6.824836e-7,0.00040581156,0.0010070234],"genre_scores_gemma":[0.9995723,0.00003752728,0.00026672793,0.000003371751,0.0000137172865,0.000060784834,0.0000027412757,0.000015460344,0.00002742041],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987893,0.000024376412,0.00026103004,0.0001869652,0.00034397398,0.00039435521],"domain_scores_gemma":[0.9993066,0.0000982717,0.000064003885,0.00037625432,0.00013635668,0.000018519162],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00054561556,0.00013417946,0.00019305477,0.000593657,0.000075598226,0.000011353658,0.0004751272,0.00011365875,0.0000023558791],"category_scores_gemma":[0.000085207306,0.00007246025,0.00002220036,0.0011194973,0.0008458722,0.0000626554,0.00003093555,0.00018593037,0.0000036956114],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021395168,0.0000070664673,0.0019495909,0.000013343749,0.000004183239,8.8040844e-7,0.000030868738,0.00043903803,0.99022037,0.001011912,0.000026421256,0.0062749023],"study_design_scores_gemma":[0.0002599447,0.0016887741,0.0020249756,0.00001830771,0.000009766894,0.000007690838,0.000007807701,0.0018725161,0.99309915,0.00077975297,0.00014754545,0.00008374128],"about_ca_topic_score_codex":0.000021173759,"about_ca_topic_score_gemma":0.0000177468,"teacher_disagreement_score":0.006191161,"about_ca_system_score_codex":0.00010372199,"about_ca_system_score_gemma":0.00002229692,"threshold_uncertainty_score":0.31166515},"labels":[],"label_agreement":null},{"id":"W2006419818","doi":"10.2166/wst.2006.293","title":"Influence of natural vs. anthropogenic stresses on water resource sustainability: a case study","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrocarbon exploration and reservoir analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Structural basin; Environmental science; Hydrology (agriculture); Water resources; Groundwater; Deforestation (computer science); Drainage basin; Agriculture; Land use; Climate change; Water balance; Surface water; Water resource management; Geography; Geology; Oceanography; Environmental engineering; Ecology","score_opus":0.004298722327626829,"score_gpt":0.23217237935549287,"score_spread":0.22787365702786605,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2006419818","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99854213,0.000037692553,0.000109032684,0.00068462465,0.000039822484,0.00021014066,0.0000011923539,0.00030076635,0.00007461167],"genre_scores_gemma":[0.9998365,0.0000022060538,0.000026222162,0.000013915551,0.000011828256,0.000026531134,0.000002086742,0.000011540724,0.00006913853],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99853647,0.00002519093,0.00030317027,0.0003473503,0.00029786988,0.00048993464],"domain_scores_gemma":[0.9991586,0.000009902198,0.00002086931,0.00059339975,0.00017804018,0.000039141985],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029601558,0.00015434441,0.00022241725,0.0011106097,0.00020335804,0.000038927235,0.0004903411,0.00008615611,0.000011429177],"category_scores_gemma":[0.000036969297,0.00009103351,0.000043009633,0.0012722184,0.001007349,0.00022820804,0.00018171575,0.00021069965,0.000016011963],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015031752,0.00025092813,0.012466496,0.00004387466,0.00002636351,0.0010430027,0.0025904798,0.82660526,0.15614407,0.0001205775,0.000022254815,0.0006716738],"study_design_scores_gemma":[0.00028933585,0.0002643098,0.00036447484,0.000008012821,0.000024016816,0.000157728,0.0069051944,0.015371604,0.9750128,0.0007114958,0.0006686761,0.00022238471],"about_ca_topic_score_codex":0.0003779133,"about_ca_topic_score_gemma":0.00031780533,"teacher_disagreement_score":0.8188687,"about_ca_system_score_codex":0.00012247084,"about_ca_system_score_gemma":0.000025202033,"threshold_uncertainty_score":0.37122387},"labels":[],"label_agreement":null},{"id":"W2006750137","doi":"10.2166/wst.2008.143","title":"Combining multiway principal component analysis (MPCA) and clustering for efficient data mining of historical data sets of SBR processes","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Fault Detection and Control Systems","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Principal component analysis; Cluster analysis; Data mining; Computer science; Process (computing); Set (abstract data type); Artificial intelligence; Data set; Pattern recognition (psychology)","score_opus":0.04497936329073509,"score_gpt":0.2673916538524356,"score_spread":0.22241229056170048,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2006750137","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9416996,0.00027449886,0.057313927,0.000084630745,0.00021473957,0.00018427767,0.00003627622,0.00015665968,0.000035374516],"genre_scores_gemma":[0.995533,0.000011721934,0.004390787,0.0000030286296,0.0000077190925,0.000014825352,0.000018705838,0.00000859215,0.000011622021],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99869126,0.00000843113,0.00037635432,0.00042145618,0.00021645788,0.00028604048],"domain_scores_gemma":[0.99882436,0.000036246198,0.00007669253,0.0009238857,0.00009369097,0.000045116343],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004787363,0.00011029677,0.00035848407,0.00077949546,0.00013758914,0.000011732164,0.0011178309,0.00007765609,0.0000013006542],"category_scores_gemma":[0.00012767511,0.00008813419,0.00001940452,0.00111434,0.00035526938,0.00015259025,0.0007345472,0.000075794924,4.850302e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000078953846,0.00023654179,0.021149322,0.0010461994,0.000375895,0.000017055572,0.005544821,0.15186392,0.8032766,0.00005294003,0.0001124783,0.016245278],"study_design_scores_gemma":[0.00037555868,0.000059060607,0.0002683963,0.00002059848,0.00005568075,0.000030490839,0.00022276724,0.9536098,0.04356372,0.0000022162592,0.00168246,0.000109228225],"about_ca_topic_score_codex":0.000055319146,"about_ca_topic_score_gemma":0.000081716804,"teacher_disagreement_score":0.8017459,"about_ca_system_score_codex":0.000085186686,"about_ca_system_score_gemma":0.000037935934,"threshold_uncertainty_score":0.3594008},"labels":[],"label_agreement":null},{"id":"W2007023376","doi":"10.2166/wst.2006.421","title":"Uncertainties of spectral in situ measurements in wastewater using different calibration approaches","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality Monitoring and Analysis","field":"Environmental Science","cited_by":56,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Montreal Biodome","funders":"","keywords":"Calibration; Wastewater; Nitrite; Nitrate; NOx; Environmental science; Sewage treatment; Chemistry; Environmental engineering; Analytical Chemistry (journal); Environmental chemistry; Mathematics; Statistics","score_opus":0.05569471640495407,"score_gpt":0.2433548458408439,"score_spread":0.18766012943588983,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2007023376","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999006,0.000007526189,0.00025725213,0.00034097693,0.000054521257,0.000083684856,3.4913506e-7,0.0000274966,0.00022219057],"genre_scores_gemma":[0.9991633,4.7518725e-7,0.00074650825,0.0000025877775,0.000010950115,0.0000073581587,0.0000016520368,0.000004494812,0.000062617495],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984847,0.0000399672,0.0003181868,0.00035974904,0.0003666879,0.00043075002],"domain_scores_gemma":[0.999685,0.000003290846,0.000048909013,0.00023550102,0.0000058549635,0.000021461366],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00051399204,0.00011390088,0.0001859172,0.00059168134,0.0000692897,0.000028570477,0.00039185767,0.00007479342,0.000018336916],"category_scores_gemma":[0.000008406538,0.00007693288,0.000027789487,0.00096064335,0.00082351663,0.0002840884,0.00023037467,0.00010098235,0.000006341515],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000023520856,0.00005838677,0.35997528,0.0000029516532,7.046836e-7,0.0000011028346,0.00031997514,0.009457612,0.63004804,0.000039589933,5.464926e-7,0.00009346211],"study_design_scores_gemma":[0.00014456596,0.000023786502,0.026670417,0.0000141679875,0.0000038574435,0.000001609628,0.00030146193,0.0037574652,0.965655,0.0033211506,0.0000040078103,0.00010246919],"about_ca_topic_score_codex":0.002608298,"about_ca_topic_score_gemma":0.00058630086,"teacher_disagreement_score":0.33560702,"about_ca_system_score_codex":0.0003088854,"about_ca_system_score_gemma":0.0000082461365,"threshold_uncertainty_score":0.3942984},"labels":[],"label_agreement":null},{"id":"W2007427852","doi":"10.2166/wst.2014.164","title":"A modified anaerobic digestion process with chemical sludge pre-treatment and its modelling","year":2014,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Anaerobic Digestion and Biogas Production","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydromantis Environmental Software Solutions (Canada)","funders":"","keywords":"Digestate; Activated sludge; Anaerobic digestion; Fraction (chemistry); Chemical oxygen demand; Sewage treatment; Biogas; Chemistry; Waste management; Pulp and paper industry; Wastewater; Sewage sludge; Sewage sludge treatment; Mixed liquor suspended solids; Sludge bulking; Methane; Chromatography; Organic chemistry; Engineering","score_opus":0.009038172035218995,"score_gpt":0.20806569154061957,"score_spread":0.19902751950540057,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2007427852","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9674747,0.000038833223,0.030985592,0.00048754466,0.00006613985,0.0001477119,3.7925375e-7,0.00058430294,0.00021478685],"genre_scores_gemma":[0.9988659,0.0000234362,0.0009727605,0.00000930614,0.000021547507,0.0000370356,0.0000027881683,0.000009733343,0.000057491194],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991802,0.0000036789863,0.00009916529,0.00032023145,0.00009984198,0.00029691184],"domain_scores_gemma":[0.99970394,0.0000021533863,0.000014163824,0.00016488574,0.00006091037,0.000053936474],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011142337,0.00012492602,0.00010938241,0.0002819799,0.00010721958,0.000035396482,0.00014975779,0.00009405078,0.0000015934688],"category_scores_gemma":[0.0000068377713,0.000078713114,0.000008498663,0.0004250664,0.00026566238,0.0002394496,0.000028586686,0.000084525294,0.000009557737],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020196072,0.00005302365,0.00029141564,0.000019686348,0.000009021989,0.0000016838729,0.0006476695,0.2869848,0.6778787,0.026670588,0.000002431629,0.0074207815],"study_design_scores_gemma":[0.00019577361,0.0001570443,0.0000267053,0.000015078923,0.000008441869,0.00003696156,0.000034854824,0.18457265,0.81368345,0.0007714285,0.0003653635,0.00013223565],"about_ca_topic_score_codex":0.000006146721,"about_ca_topic_score_gemma":0.0000023472492,"teacher_disagreement_score":0.13580477,"about_ca_system_score_codex":0.00007460451,"about_ca_system_score_gemma":0.000013317022,"threshold_uncertainty_score":0.32098275},"labels":[],"label_agreement":null},{"id":"W2007518487","doi":"10.2166/wst.2007.271","title":"Toward an operational dynamic model for tertiary nitrification by submerged biofiltration","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Effluent; Filtration (mathematics); Biofilter; Nitrification; Environmental science; Environmental engineering; Thermal diffusivity; Biofilm; Pulp and paper industry; Mathematics; Chemistry; Statistics; Engineering; Thermodynamics; Nitrogen; Physics; Biology","score_opus":0.013514704074657968,"score_gpt":0.2458416683520407,"score_spread":0.23232696427738272,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2007518487","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86901075,0.000010097106,0.12893067,0.001415744,0.00007283705,0.0003311403,0.000009250227,0.00013162108,0.00008789731],"genre_scores_gemma":[0.9652476,0.0000025444847,0.034006145,0.00012940717,0.000009864319,0.000059243488,0.000109666944,0.000010048629,0.00042551896],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99846447,0.00000869436,0.00022041399,0.00051651616,0.00027056923,0.0005193529],"domain_scores_gemma":[0.99955505,0.0000040614796,0.00003838353,0.00028601533,0.00002882585,0.00008767764],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00061956263,0.00013512955,0.0000915575,0.00025460857,0.0003822273,0.00005445314,0.00051468494,0.0001243686,0.000059179147],"category_scores_gemma":[0.000010881169,0.000097904325,0.000028952207,0.00047302627,0.0006953279,0.0007733223,0.00009323816,0.00007099481,0.00010245181],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000165104,0.000083611165,0.0036940668,0.0000010058465,0.0000018151661,9.662563e-7,0.00029524302,0.00037062995,0.9915243,0.00019731738,0.000060231007,0.0037543203],"study_design_scores_gemma":[0.00024233112,0.00009415314,0.0009438933,9.480863e-7,0.0000074377217,0.000014364862,0.00007953767,0.15167059,0.8436246,0.0029568388,0.00022470998,0.00014062662],"about_ca_topic_score_codex":0.00003403812,"about_ca_topic_score_gemma":0.000060585433,"teacher_disagreement_score":0.15129997,"about_ca_system_score_codex":0.0002369123,"about_ca_system_score_gemma":0.000021660522,"threshold_uncertainty_score":0.39924225},"labels":[],"label_agreement":null},{"id":"W2007687190","doi":"10.2166/wst.2010.912","title":"New framework for standardized notation in wastewater treatment modelling","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":83,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; EnviroSim (Canada); Université Laval","funders":"Generalitat de Catalunya; University of Illinois at Urbana-Champaign; Government of Canada","keywords":"Notation; Computer science; Context (archaeology); Documentation; Field (mathematics); Process (computing); Variable (mathematics); Programming language; Mathematics","score_opus":0.013417958127181983,"score_gpt":0.24936641964640097,"score_spread":0.23594846151921897,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2007687190","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9544156,0.000006557873,0.043102875,0.001438577,0.00028544766,0.0004588615,0.0000026416974,0.00011201972,0.00017740237],"genre_scores_gemma":[0.7086457,0.0000028216543,0.29089397,0.000016877937,0.000025049092,0.000061042905,0.0000035466542,0.000010792884,0.00034021554],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982784,0.00000813136,0.00021690958,0.00056481507,0.00024739973,0.0006843898],"domain_scores_gemma":[0.9994291,0.000016972237,0.000037225676,0.0004041423,0.000009591257,0.00010296932],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002804753,0.0001869186,0.00019105535,0.00036619394,0.00022180029,0.0000667698,0.00045651814,0.0001809601,0.00024361303],"category_scores_gemma":[0.000014777859,0.0001176597,0.00005432402,0.000618443,0.00048598062,0.000338493,0.00015315055,0.00015022483,0.00020809991],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007668712,0.0000875774,0.007083633,0.0000015350673,0.0000054614993,0.000011307438,0.001560785,0.0025401297,0.9685295,0.0018840939,0.000014762359,0.018204495],"study_design_scores_gemma":[0.00083426066,0.00022931356,0.0000669268,0.0000052570713,0.000010424583,0.000013755005,0.00008384022,0.005587202,0.93330747,0.054885644,0.0048077675,0.00016815201],"about_ca_topic_score_codex":0.00022028464,"about_ca_topic_score_gemma":0.00020346706,"teacher_disagreement_score":0.24779108,"about_ca_system_score_codex":0.0002598215,"about_ca_system_score_gemma":0.00004033841,"threshold_uncertainty_score":0.47980234},"labels":[],"label_agreement":null},{"id":"W2007909121","doi":"10.2166/wst.2009.702","title":"Physicochemical water quality of the Mfoundi River watershed at Yaoundé, Cameroon, and its relevance to the distribution of bacterial indicators of faecal contamination","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Child Nutrition and Water Access","field":"Nursing","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Biotechnology Research Institute","funders":"","keywords":"Fecal coliform; Contamination; Tributary; Water quality; Environmental science; Watershed; Wastewater; Biochemical oxygen demand; Pollution; Environmental chemistry; Chemical oxygen demand; Water pollution; Coliform bacteria; Organic matter; Environmental engineering; Ecology; Chemistry; Biology; Geography; Bacteria","score_opus":0.009988081400010767,"score_gpt":0.2681741865373308,"score_spread":0.25818610513732004,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2007909121","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98668855,0.000015220077,0.000104106715,0.012526433,0.00026615782,0.00033326604,0.000024524896,0.000028209128,0.000013553749],"genre_scores_gemma":[0.9997748,0.0000030190072,0.000021623395,0.00011668391,0.000029994582,0.000007154758,0.000025282112,0.00000407342,0.000017348935],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99857813,0.0000715685,0.000396787,0.0003065327,0.00033650186,0.00031050568],"domain_scores_gemma":[0.99929327,0.000022755552,0.00013708322,0.00036809538,0.00014174762,0.00003707357],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048869796,0.00011706337,0.00024473402,0.00018693224,0.0002024761,0.000017514762,0.00063302624,0.000117256255,0.000007698689],"category_scores_gemma":[0.00010973686,0.000056040884,0.00005108792,0.00057036727,0.0014969658,0.00020056294,0.0002824207,0.00012916082,0.0000040574764],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000184706,0.00008619911,0.005950372,0.000018799832,0.000003239464,1.3987808e-7,0.0022812742,0.0000023036446,0.9897789,0.0004402341,0.000050640498,0.0012032171],"study_design_scores_gemma":[0.0004970951,0.0001497275,0.052331753,0.000030711,0.000012724508,0.0000047165527,0.00005530647,0.00001958904,0.94449043,0.0015755396,0.0007511888,0.00008123121],"about_ca_topic_score_codex":0.000030750503,"about_ca_topic_score_gemma":0.000015212907,"teacher_disagreement_score":0.04638138,"about_ca_system_score_codex":0.00010972895,"about_ca_system_score_gemma":0.000009690651,"threshold_uncertainty_score":0.55156326},"labels":[],"label_agreement":null},{"id":"W2008593706","doi":"10.2166/wst.2009.741","title":"Determination of Cr(VI) concentration in diluted samples based on the paper test strip method","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Biosensors and Analytical Detection","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Chemistry; Aliquat 336; Chromatography; Analytical Chemistry (journal); Ion exchange; Filter paper; Test method; Materials science; Ion; Mathematics; Extraction (chemistry)","score_opus":0.011022032186959744,"score_gpt":0.23800647450830442,"score_spread":0.22698444232134468,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2008593706","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8003347,0.000012983102,0.19162273,0.006368157,0.00011669896,0.00023604743,0.0000040474315,0.00028124708,0.0010233806],"genre_scores_gemma":[0.99680287,0.0000030339975,0.003073061,0.00010147819,0.0000066170624,0.000004220552,8.338101e-7,0.0000027431663,0.000005151809],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99939483,0.000012677626,0.00014368989,0.00013773923,0.00012093599,0.00019010615],"domain_scores_gemma":[0.9997118,0.000052257932,0.000016480735,0.00016735731,0.000037161877,0.00001490492],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029675468,0.00006459497,0.00008251055,0.00025190887,0.00005207876,0.000018183544,0.00017624798,0.000085691274,0.000013781838],"category_scores_gemma":[0.0001423405,0.00003843629,0.000015971073,0.000774793,0.0001816204,0.00010051239,0.000009375983,0.000117352516,0.000004012019],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000018820185,0.00002182331,0.00027629206,0.0000025452223,2.9460193e-7,8.505875e-7,0.000036114005,0.0023892743,0.9519115,0.0014065398,0.00000315065,0.04394971],"study_design_scores_gemma":[0.00006710037,0.000079048375,0.0028288225,0.000009161097,0.0000016438707,9.251424e-7,0.000017821216,0.3911588,0.60312504,0.0025658899,0.00010666186,0.000039090228],"about_ca_topic_score_codex":0.000005640436,"about_ca_topic_score_gemma":0.000009541862,"teacher_disagreement_score":0.3887695,"about_ca_system_score_codex":0.000048653194,"about_ca_system_score_gemma":0.000009000654,"threshold_uncertainty_score":0.15673864},"labels":[],"label_agreement":null},{"id":"W2009000182","doi":"10.2166/wst.2007.185","title":"A nose for trouble – the role of off-flavours in assuring safe drinking water","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Child Nutrition and Water Access","field":"Nursing","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; Canadian Water Network","keywords":"Outbreak; Environmental health; Waterborne diseases; Contaminated water; Water safety; Environmental science; Business; Environmental planning; Medicine; Water quality; Biology; Ecology; Environmental chemistry","score_opus":0.00971180535356905,"score_gpt":0.26490823060089064,"score_spread":0.2551964252473216,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2009000182","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9882382,0.000077421166,0.00050194893,0.00930494,0.00038273778,0.00042244254,0.0000011157364,0.00011480244,0.0009563828],"genre_scores_gemma":[0.99902475,0.0000021997175,0.0006300134,0.00019533886,0.000054588854,0.000026887275,0.000002390666,0.0000140038255,0.00004984261],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981823,0.00001501277,0.00035526836,0.00037234437,0.00023351338,0.00084157847],"domain_scores_gemma":[0.99937594,0.000035350407,0.00005041826,0.00039875158,0.0000998581,0.00003968563],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014664363,0.00012790805,0.00019833108,0.0011087712,0.00029107375,0.00006180656,0.0009470879,0.00012903824,0.000011765218],"category_scores_gemma":[0.000039232575,0.000070607326,0.00005643033,0.00071255676,0.00071688934,0.00031255127,0.0002633466,0.00021334717,0.000013435096],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021437912,0.00015284462,0.058190007,0.000020853411,0.0000045586726,0.0000062082454,0.004410459,0.000050244333,0.9057012,0.001571181,0.000029236922,0.029648803],"study_design_scores_gemma":[0.0006885203,0.00010439094,0.0020207805,0.00003532528,0.000006311083,0.00002062925,0.00054353627,0.0003090032,0.9648812,0.017278777,0.013992342,0.000119219825],"about_ca_topic_score_codex":0.00006897557,"about_ca_topic_score_gemma":0.0002960667,"teacher_disagreement_score":0.059179936,"about_ca_system_score_codex":0.0000984403,"about_ca_system_score_gemma":0.000011139491,"threshold_uncertainty_score":0.2879283},"labels":[],"label_agreement":null},{"id":"W2009299263","doi":"10.2166/wst.2012.180","title":"Electro-oxidation of two reactive azo dyes on boron-doped diamond electrode","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Advanced oxidation water treatment","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Electrolysis; Chemistry; Chemical oxygen demand; Electrochemistry; Electrode; Diamond; Degradation (telecommunications); Boron; Redox; Reactive dye; Nuclear chemistry; Bulk electrolysis; Inorganic chemistry; Environmental engineering; Cyclic voltammetry; Wastewater; Dyeing; Organic chemistry","score_opus":0.0067516693785197035,"score_gpt":0.2540266496767248,"score_spread":0.24727498029820508,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2009299263","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99194175,0.000018552937,0.0035528825,0.0008169905,0.00010002134,0.00028059026,0.000001803215,0.00013381816,0.0031535616],"genre_scores_gemma":[0.9948507,0.000009481374,0.004670713,0.00008633402,0.000019050252,0.000061870094,0.0000076258534,0.000013318022,0.000280903],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99796206,0.000030383744,0.00023615474,0.00048181013,0.00042593683,0.0008636299],"domain_scores_gemma":[0.9991946,0.000016986063,0.00011798957,0.00054663175,0.000026200216,0.00009757223],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039558846,0.00018646904,0.00017881548,0.00037358896,0.00021094742,0.000015673282,0.0005625752,0.0000778255,0.00022628186],"category_scores_gemma":[0.000044555687,0.00013077637,0.000031376192,0.001003329,0.0011208208,0.0009878131,0.00027801798,0.00015578492,0.0006699293],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015951471,0.00013811061,0.02553751,8.8026786e-7,0.0000040419036,0.0000010130216,0.00046094638,0.0001339494,0.9676828,0.001614634,0.000023121946,0.0043870816],"study_design_scores_gemma":[0.0002779667,0.0002802941,0.0057069943,0.0000040584173,0.000009936204,0.0000126804425,0.00006104169,0.00005160506,0.9868199,0.0049872426,0.0016324017,0.00015588335],"about_ca_topic_score_codex":0.00007261447,"about_ca_topic_score_gemma":0.000018923687,"teacher_disagreement_score":0.019830516,"about_ca_system_score_codex":0.0006026378,"about_ca_system_score_gemma":0.000017579536,"threshold_uncertainty_score":0.86108094},"labels":[],"label_agreement":null},{"id":"W2009632610","doi":"10.2166/wst.2006.704","title":"Hydrogen limitation—a method for controlling the performance of membrane biofilm reactor for autotrophic denitrification of wastewater","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Denitrification; Wastewater; Autotroph; Biofilm; Environmental science; Chemistry; Waste management; Biofouling; Environmental engineering; Environmental chemistry; Pulp and paper industry; Membrane; Engineering; Bacteria; Biology; Nitrogen; Biochemistry","score_opus":0.011577900270856322,"score_gpt":0.23204647471682024,"score_spread":0.22046857444596393,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2009632610","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.993925,0.000030230305,0.004083664,0.0009778794,0.00005240687,0.0008215927,0.000013020168,0.000044616492,0.00005163859],"genre_scores_gemma":[0.92974126,0.000003945393,0.06979103,0.000011846648,0.000017898234,0.0001732108,0.000015813685,0.000010787438,0.0002342315],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985992,0.000021838194,0.0003757849,0.00034891162,0.00024234844,0.0004119609],"domain_scores_gemma":[0.99929637,0.00006476996,0.00016933994,0.00037676975,0.000068228204,0.000024549232],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007724595,0.00013652653,0.00022068612,0.0002512321,0.00022742592,0.000015924401,0.0006239409,0.00009805733,0.000016341297],"category_scores_gemma":[0.00002752729,0.00007564591,0.00008663849,0.00054856774,0.00092730427,0.0002354654,0.00009610539,0.000053134325,0.000016172924],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000549083,0.000050622384,0.0019522773,0.000014366858,0.000008091755,1.620729e-7,0.00015492286,0.0016650312,0.9947986,0.00040728846,0.0000069976973,0.0008867369],"study_design_scores_gemma":[0.00062577816,0.00026887792,0.00026859378,0.000006215948,0.00004595631,0.000009685683,0.000052760213,0.025512272,0.97048223,0.0019177191,0.00071545516,0.000094434545],"about_ca_topic_score_codex":0.0000647414,"about_ca_topic_score_gemma":0.000009251688,"teacher_disagreement_score":0.06570736,"about_ca_system_score_codex":0.00007023695,"about_ca_system_score_gemma":0.000020867148,"threshold_uncertainty_score":0.3416691},"labels":[],"label_agreement":null},{"id":"W2009821643","doi":"10.2166/wst.2007.226","title":"Strategies for minimizing deflocculation of biosolids due to oxygen disturbances","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; University of Toronto","keywords":"Biosolids; Effluent; Pulp and paper industry; Chemistry; Turbidity; Kraft process; Kraft paper; Tetraethylammonium chloride; Chloride; Environmental chemistry; Environmental engineering; Environmental science; Potassium; Ecology; Biology; Organic chemistry","score_opus":0.011512828560779686,"score_gpt":0.2496538769601297,"score_spread":0.23814104839935002,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2009821643","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9815563,0.000016398948,0.016463121,0.00055507943,0.0001138626,0.00028849178,0.0000024140074,0.000071237264,0.0009330954],"genre_scores_gemma":[0.95573914,5.3606294e-7,0.044096924,0.00003712547,0.000014149002,0.000018458451,0.000002331529,0.000005947516,0.0000854086],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986904,0.0000045700235,0.0002109008,0.00036246033,0.00022176908,0.00050985784],"domain_scores_gemma":[0.9996146,0.000011758394,0.000044319524,0.00024450567,0.000022454868,0.00006235871],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044944359,0.00011384426,0.00014413269,0.0003176202,0.00019335258,0.00003234942,0.00049539376,0.00007347494,0.000033473094],"category_scores_gemma":[0.000012624027,0.00007615276,0.00003759381,0.0008340331,0.0008176384,0.0003288547,0.00024118584,0.000037583017,0.000058547583],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002479982,0.00003177063,0.008522689,0.0000037958116,0.0000032215703,0.0000053129024,0.000712033,0.00017072851,0.9848953,0.0010626045,0.000029557652,0.0045382176],"study_design_scores_gemma":[0.00016415864,0.00019590848,0.005292845,0.000005443786,0.000007825377,0.000015879657,0.0008233006,0.00014274892,0.98513454,0.006658473,0.0014437794,0.00011508022],"about_ca_topic_score_codex":0.00006230368,"about_ca_topic_score_gemma":0.00010103608,"teacher_disagreement_score":0.027633803,"about_ca_system_score_codex":0.00009430738,"about_ca_system_score_gemma":0.000015266347,"threshold_uncertainty_score":0.31054196},"labels":[],"label_agreement":null},{"id":"W2009927384","doi":"10.2166/wst.2013.681","title":"Reductions in greenhouse gas (GHG) generation and energy consumption in wastewater treatment plants","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Reuse","field":"Environmental Science","cited_by":41,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Biogas; Waste management; Sewage treatment; Environmental science; Chemical oxygen demand; Greenhouse gas; Anaerobic exercise; Wastewater; Effluent; Fossil fuel; Energy recovery; Anaerobic digestion; Environmental engineering; Pulp and paper industry; Chemistry; Methane; Engineering; Ecology","score_opus":0.014515901564214,"score_gpt":0.21283476003962987,"score_spread":0.19831885847541586,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2009927384","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972791,0.000030928528,0.000009122013,0.002099285,0.000114439004,0.00017344525,0.0000010737843,0.00006436991,0.00022822693],"genre_scores_gemma":[0.9981833,0.00017943275,0.000507662,0.000022602771,0.000013227156,0.00015918835,0.0000068787876,0.000007638697,0.0009200522],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99865437,0.000024969197,0.00020460169,0.0004957464,0.00014348909,0.00047680107],"domain_scores_gemma":[0.9996087,0.0000037922648,0.000027075383,0.00029173624,0.000004470673,0.00006420253],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011069516,0.00015167336,0.00013654395,0.0005946193,0.0001520351,0.00005717378,0.00021190371,0.00011283668,0.0002959499],"category_scores_gemma":[0.000003439853,0.000094340845,0.000013409899,0.00038348298,0.0009107791,0.00057816494,0.00020507656,0.0000641255,0.00034771778],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004001051,0.00014804152,0.13428394,8.661172e-7,0.000001917414,0.000016635706,0.00088762044,0.00024307673,0.8548091,0.00005696779,0.00003966992,0.009508169],"study_design_scores_gemma":[0.00078056636,0.0002731283,0.016079482,0.000010274754,0.0000048353363,0.00009345191,0.00021607075,0.002037778,0.9782955,0.0011123846,0.0008898117,0.00020672142],"about_ca_topic_score_codex":0.00214304,"about_ca_topic_score_gemma":0.0027600739,"teacher_disagreement_score":0.12348641,"about_ca_system_score_codex":0.00034748737,"about_ca_system_score_gemma":0.000008022107,"threshold_uncertainty_score":0.44693244},"labels":[],"label_agreement":null},{"id":"W2010313737","doi":"10.2166/wst.2007.757","title":"Experience with the antibiotic resistance analysis and DNA fingerprinting in tracking faecal pollution at two lake beaches","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Fecal contamination and water quality","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Environment and Climate Change Canada","funders":"","keywords":"Pollution; Antibiotic resistance; Fecal coliform; Contamination; Feces; Environmental science; Source tracking; Environmental health; Risk analysis (engineering); Geography; Biology; Ecology; Antibiotics; Microbiology; Water quality; Medicine","score_opus":0.010505754914541659,"score_gpt":0.2503237120107106,"score_spread":0.2398179570961689,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2010313737","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9907116,0.000011814205,0.0057448535,0.002488338,0.000021447415,0.00010837359,5.174918e-7,0.000058692476,0.00085431733],"genre_scores_gemma":[0.99890304,0.0000011782912,0.0006858456,0.00015892372,0.000004172611,0.00000359863,6.9729947e-7,0.000003648771,0.00023892296],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9984304,0.000032900283,0.00020434684,0.00050238805,0.00032409228,0.00050588005],"domain_scores_gemma":[0.9995473,0.000024307557,0.000060985778,0.00030388217,0.000013709633,0.00004979307],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017518704,0.00011018418,0.00013627012,0.0003770894,0.00046115115,0.00006133684,0.00044430155,0.000058624242,0.000044021417],"category_scores_gemma":[0.000049736533,0.000063053616,0.000020544818,0.002497806,0.0026486516,0.00033278964,0.00039275686,0.00014840762,0.000015854173],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014434663,0.000020362373,0.75729024,0.0000021300664,0.000003148762,0.000013087545,0.0047402796,0.00010303313,0.23204385,0.0003151006,0.000001279241,0.005453024],"study_design_scores_gemma":[0.00012556586,0.000019366571,0.60276914,0.0000063757457,0.00000960424,0.0000069227435,0.0008010907,0.00030472034,0.3953129,0.00013490963,0.0004023236,0.000107057625],"about_ca_topic_score_codex":0.0001532174,"about_ca_topic_score_gemma":0.029111722,"teacher_disagreement_score":0.16326906,"about_ca_system_score_codex":0.00018592697,"about_ca_system_score_gemma":0.000005546341,"threshold_uncertainty_score":0.9886045},"labels":[],"label_agreement":null},{"id":"W2010821735","doi":"10.2166/wst.2006.297","title":"Integrated modelling for river basin management: the influence of temporal and spatial scale in economic models of water allocation","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water resources management and optimization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Calgary","funders":"Canadian Water Network","keywords":"Scale (ratio); Environmental science; Drainage basin; Temporal scales; Spatial ecology; Structural basin; Water resource management; Hydrology (agriculture); Environmental resource management; Geography; Cartography; Geology; Ecology; Geomorphology; Geotechnical engineering","score_opus":0.005823111329812072,"score_gpt":0.17205566852817045,"score_spread":0.1662325571983584,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2010821735","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.76581997,0.000007883651,0.23366176,0.00009140798,0.000020473659,0.00022137354,0.0000013665418,0.00003835117,0.00013740655],"genre_scores_gemma":[0.99526083,0.000010412057,0.004644708,0.0000036623883,0.0000039105,0.000027497661,0.000008523798,0.0000069435764,0.000033508084],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99936974,0.0000045988663,0.00021661795,0.00015380938,0.000060695424,0.00019452523],"domain_scores_gemma":[0.9997861,0.0000025001916,0.000023494767,0.00015149421,0.000029176957,0.0000072703024],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022157756,0.00007517707,0.00010271055,0.0005070463,0.00004144099,0.00001745399,0.000262159,0.000046526326,0.0000012924751],"category_scores_gemma":[5.156418e-7,0.00004592936,0.0000121735375,0.00018132981,0.00037341384,0.000262823,0.00009186085,0.00004130856,0.000001134682],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000056784684,0.0000061119053,0.0015577191,0.000028677194,0.0000024493827,1.3121155e-7,0.00040435037,0.98874795,0.0075101787,0.0010035523,0.0000017785972,0.0007314262],"study_design_scores_gemma":[0.000169126,0.00001444883,0.00021771634,0.000013330434,0.0000056036665,3.1968332e-7,0.000053213284,0.83376735,0.15590946,0.009697385,0.00009729618,0.000054714215],"about_ca_topic_score_codex":0.00055554253,"about_ca_topic_score_gemma":0.00012229207,"teacher_disagreement_score":0.22944085,"about_ca_system_score_codex":0.000036163907,"about_ca_system_score_gemma":0.0000027631418,"threshold_uncertainty_score":0.18729448},"labels":[],"label_agreement":null},{"id":"W2011078513","doi":"10.2166/wst.2015.096","title":"Long-term performance of side-stream deammonification in a continuous flow granular-activated sludge process for nitrogen removal from high ammonium wastewater","year":2015,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Activated sludge; Chemistry; Pulp and paper industry; Hydraulic retention time; Bioreactor; Nitrite; Wastewater; Dewatering; Biomass (ecology); Nitrification; Ammonium; Mixed liquor suspended solids; Nitrogen; Sewage treatment; Nitrate; Moving bed biofilm reactor; Waste management; Environmental engineering; Environmental science; Biofilm; Ecology; Bacteria","score_opus":0.014991226503452726,"score_gpt":0.23327547761270823,"score_spread":0.2182842511092555,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2011078513","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983934,0.00002984635,0.0001293441,0.00030500477,0.00015531109,0.0007524639,0.000020952059,0.00013329825,0.00008037868],"genre_scores_gemma":[0.99216247,0.0000047496737,0.0074538207,0.00001543729,0.000020314497,0.00015006882,0.00007672094,0.000024239911,0.00009219219],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99739814,0.0000298476,0.0004721646,0.00079559226,0.00047676745,0.0008275017],"domain_scores_gemma":[0.9990278,0.0000126439645,0.00014862588,0.00058707205,0.00008496355,0.00013892128],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000451408,0.00028999365,0.00039013877,0.00045507614,0.00015146892,0.000044634013,0.0009681066,0.00021654826,0.00003837882],"category_scores_gemma":[0.000028930304,0.0002064176,0.000058811813,0.0010254248,0.0012010689,0.00068999984,0.00031241338,0.00015272977,0.000108324064],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002868919,0.00018543495,0.26637447,0.000010735886,0.000008224251,0.000025981844,0.00072804437,0.0003257519,0.72848487,0.0000055550177,0.0000033212457,0.003560706],"study_design_scores_gemma":[0.0013951559,0.00046452341,0.010420576,0.00002695618,0.00002724915,0.000054313085,0.00017176085,0.0011658921,0.9840815,0.0018930468,0.00003635302,0.0002626494],"about_ca_topic_score_codex":0.00037215478,"about_ca_topic_score_gemma":0.00013626069,"teacher_disagreement_score":0.25595388,"about_ca_system_score_codex":0.00031090615,"about_ca_system_score_gemma":0.000060394963,"threshold_uncertainty_score":0.8417465},"labels":[],"label_agreement":null},{"id":"W2011085401","doi":"10.2166/wst.2008.815","title":"Eutrophication of agricultural streams: defining nutrient concentrations to protect ecological condition","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Soil and Water Nutrient Dynamics","field":"Environmental Science","cited_by":41,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Agriculture and Agri-Food Canada; University of New Brunswick; Parks Canada; Environment and Climate Change Canada","funders":"","keywords":"Eutrophication; Nutrient; STREAMS; Agriculture; Environmental science; Phosphorus; Ecology; Abundance (ecology); Aquatic ecosystem; Environmental protection; Water resource management; Biology; Chemistry","score_opus":0.0076036698129365475,"score_gpt":0.2117567759056808,"score_spread":0.20415310609274423,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2011085401","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9955126,0.000004101573,0.0012998766,0.001830748,0.00008819903,0.00038566254,0.0000052005207,0.00012382359,0.00074977335],"genre_scores_gemma":[0.9977229,0.00000726001,0.0020277752,0.00007110464,0.000007315525,0.000101657235,0.000013444757,0.0000035223736,0.00004497063],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986164,0.00001777248,0.00024095457,0.0004043565,0.00030754993,0.00041298842],"domain_scores_gemma":[0.99954456,0.0000088576135,0.00006673746,0.00024709362,0.000046651032,0.000086073414],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001679368,0.00011049229,0.00013367193,0.00019345526,0.0003996177,0.000014612677,0.00048383148,0.00010274361,0.00005768149],"category_scores_gemma":[0.000053692984,0.000069467314,0.000029290019,0.0012640778,0.0016563248,0.0002648816,0.00030421748,0.00011564848,0.0003185641],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014449222,0.0003130647,0.52892566,0.0000041307403,0.0000037486664,0.000009598207,0.0019196109,0.0032615922,0.45671645,0.0075471806,0.0001496829,0.0011348393],"study_design_scores_gemma":[0.00038681482,0.0006379352,0.26204205,0.000012611042,0.000008636334,0.00011110252,0.00043140337,0.00058825134,0.72383523,0.01089081,0.0008025454,0.00025258458],"about_ca_topic_score_codex":0.00003493613,"about_ca_topic_score_gemma":0.0000055940095,"teacher_disagreement_score":0.2671188,"about_ca_system_score_codex":0.00021656073,"about_ca_system_score_gemma":0.000020336243,"threshold_uncertainty_score":0.6102798},"labels":[],"label_agreement":null},{"id":"W2011193148","doi":"10.2166/wst.2009.576","title":"The HSG procedure for modelling integrated urban wastewater systems","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Guideline; Systems engineering; Engineering; Computer science; Risk analysis (engineering); Management science; Operations research; Business","score_opus":0.011102882248161357,"score_gpt":0.20866698166236178,"score_spread":0.19756409941420042,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2011193148","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86078215,0.00016481506,0.11313757,0.015362451,0.0009371861,0.0023567844,0.0000071220907,0.0010622934,0.0061896606],"genre_scores_gemma":[0.99276376,0.0000056719305,0.001814632,0.000111377594,0.000027057786,0.00015991415,0.0000034362185,0.000011180011,0.005102988],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99778074,0.000014621644,0.000275488,0.0005997881,0.0003462001,0.000983161],"domain_scores_gemma":[0.99917334,0.0000107813585,0.000058705842,0.0006439091,0.000038288123,0.00007497298],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007010015,0.00018723242,0.00014289381,0.00026374476,0.0012807018,0.00021431244,0.0015330033,0.00011008436,0.000020819554],"category_scores_gemma":[0.000025800662,0.000099324854,0.000042777774,0.0010793827,0.0014406389,0.000480985,0.00033946082,0.00017198063,0.00029326143],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010710224,0.00039833834,0.011784932,0.00003737215,0.000042917287,0.00002146865,0.005135741,0.1708178,0.68965596,0.07222846,0.04060649,0.009163418],"study_design_scores_gemma":[0.00056978845,0.00058184814,0.00027940157,0.000037073587,0.00004319985,0.000049974133,0.0013355643,0.3561801,0.16213067,0.023456624,0.45461684,0.0007189196],"about_ca_topic_score_codex":0.000047726753,"about_ca_topic_score_gemma":0.000016459602,"teacher_disagreement_score":0.5275253,"about_ca_system_score_codex":0.00032353395,"about_ca_system_score_gemma":0.000019233328,"threshold_uncertainty_score":0.9850252},"labels":[],"label_agreement":null},{"id":"W2011964030","doi":"10.2166/wst.2011.550","title":"Calibration of a simple model for waste stabilisation pond performance in seasonal climates","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Constructed Wetlands for Wastewater Treatment","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Facultative; Environmental science; Calibration; Biochemical oxygen demand; Stabilization pond; Seasonality; Hydrology (agriculture); Range (aeronautics); Facultative lagoon; Constant (computer programming); Atmospheric sciences; Environmental engineering; Ecology; Wastewater; Biology; Chemical oxygen demand; Geology; Mathematics; Statistics; Engineering","score_opus":0.01690556807869548,"score_gpt":0.21543434362637529,"score_spread":0.1985287755476798,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2011964030","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9952737,0.0000024245078,0.003921738,0.000104246945,0.000031261163,0.000317012,0.000010102366,0.000044476204,0.00029504267],"genre_scores_gemma":[0.9929557,0.0000021895316,0.0069047282,0.000009254839,0.0000022104211,0.0000792702,0.000008645843,0.0000062836416,0.00003176218],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988581,0.0000069749194,0.00022988123,0.00033389454,0.00018644489,0.0003847193],"domain_scores_gemma":[0.99962264,0.0000059649346,0.000056873105,0.00025867877,0.000019169927,0.00003665871],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002758753,0.00010194211,0.00012211145,0.0002789635,0.00010002489,0.000010176767,0.00036112062,0.00007020313,0.00010100196],"category_scores_gemma":[0.000015810632,0.00007299645,0.00001948385,0.00057757576,0.0008973835,0.0005473066,0.00024558147,0.000052578514,0.000008703071],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004915298,0.00009491917,0.6332461,0.000013448474,0.000001999393,7.7907197e-7,0.0035600637,0.0060433373,0.35021797,0.00057520776,0.000003326787,0.0061936877],"study_design_scores_gemma":[0.00025519868,0.00012875379,0.0038136104,0.0000046467344,0.0000036483825,0.0000044648764,0.0002044078,0.37101912,0.6190973,0.005386864,0.000008384736,0.00007363183],"about_ca_topic_score_codex":0.000065734705,"about_ca_topic_score_gemma":0.00018949165,"teacher_disagreement_score":0.6294325,"about_ca_system_score_codex":0.00015533311,"about_ca_system_score_gemma":0.00003043918,"threshold_uncertainty_score":0.3306447},"labels":[],"label_agreement":null},{"id":"W2012578383","doi":"10.2166/wst.2008.724","title":"Rheology as a tool for measurement of sludge shear","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Coagulation and Flocculation Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Dewatering; Piping; Shear (geology); Rheology; Materials science; Shear rate; Pulp and paper industry; Waste management; Environmental science; Geotechnical engineering; Composite material; Environmental engineering; Engineering","score_opus":0.03153045341527668,"score_gpt":0.25308555449745634,"score_spread":0.22155510108217966,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2012578383","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97945184,0.0000198101,0.01508479,0.0021015059,0.00011932546,0.00026692814,9.851123e-7,0.000081974315,0.0028728675],"genre_scores_gemma":[0.99649155,0.000005716431,0.0028055694,0.00013234136,0.0000060770803,0.000045291097,4.3530608e-7,0.0000036820907,0.0005093433],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99880105,0.000008405736,0.00020514804,0.0003029328,0.00037470786,0.00030776512],"domain_scores_gemma":[0.9995803,0.000008578149,0.000044698398,0.00026810032,0.000069039525,0.000029284889],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046654977,0.00007944372,0.00013955835,0.0002196566,0.00032827022,0.0000043000127,0.0003288845,0.00006304331,0.00037953848],"category_scores_gemma":[0.00012226275,0.000057221063,0.000035097164,0.00059640326,0.0023183438,0.00013262556,0.0003283448,0.000046380417,0.0002413432],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028483812,0.00009432359,0.17963378,0.0000054045086,0.000007849513,0.000003482892,0.0014335883,0.0006254539,0.8015055,0.008152119,0.00087145966,0.0076385476],"study_design_scores_gemma":[0.00076173345,0.00037084706,0.121616974,0.000005776458,0.000011288888,0.000087048684,0.00017701549,0.0018331278,0.8170748,0.008061955,0.04972098,0.0002784551],"about_ca_topic_score_codex":0.000027680378,"about_ca_topic_score_gemma":0.000011583437,"teacher_disagreement_score":0.058016807,"about_ca_system_score_codex":0.00010350223,"about_ca_system_score_gemma":0.000024619412,"threshold_uncertainty_score":0.85420346},"labels":[],"label_agreement":null},{"id":"W2014409702","doi":"10.2166/wst.2011.776","title":"Performance evaluation of the BioCAST technology: a new multi-zone wastewater treatment system","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Ministère de l'Agriculture et de l'Alimentation; Ministère de l'Agriculture, des Pêcheries et de l'Alimentation","keywords":"Anoxic waters; Phosphorus; Effluent; Wastewater; Nitrogen; Pulp and paper industry; Biomass (ecology); Sewage treatment; Chemistry; Total organic carbon; Environmental engineering; Filtration (mathematics); Environmental science; Environmental chemistry; Ecology; Biology","score_opus":0.03486764423963143,"score_gpt":0.23237804224486688,"score_spread":0.19751039800523545,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2014409702","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99745977,0.0000408791,0.000045842302,0.000374071,0.0002452258,0.0006605965,0.0000019374265,0.00018927819,0.0009823783],"genre_scores_gemma":[0.9920179,0.0000045818383,0.0070926147,0.0000069008465,0.000010053439,0.00007986886,0.0000010324085,0.000013546105,0.00077346974],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99779654,0.000038983428,0.0003160791,0.00058368215,0.0006179482,0.0006467801],"domain_scores_gemma":[0.9987812,0.000002336174,0.00011719125,0.00097105384,0.000050713697,0.00007752723],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005847417,0.00024642964,0.0002321692,0.0004966684,0.00036450327,0.000016657767,0.0011833028,0.00018042508,0.00023589392],"category_scores_gemma":[0.000010005717,0.000121722034,0.000070741036,0.0016938264,0.0021526003,0.00030069708,0.0007053522,0.00010365556,0.00054405024],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020689495,0.00021210534,0.11700476,0.0000053161625,0.000020810812,0.000005237753,0.0018172336,0.0001033013,0.85672826,0.00009751512,0.000009314258,0.02397543],"study_design_scores_gemma":[0.0008888824,0.00034413717,0.0051185666,0.000025940266,0.000085351654,0.00010886226,0.0005945614,0.0039257603,0.98841506,0.00011405296,0.00022268778,0.00015613882],"about_ca_topic_score_codex":0.00033042885,"about_ca_topic_score_gemma":0.00008029431,"teacher_disagreement_score":0.13168678,"about_ca_system_score_codex":0.00070062553,"about_ca_system_score_gemma":0.00008440679,"threshold_uncertainty_score":0.79313457},"labels":[],"label_agreement":null},{"id":"W2015686377","doi":"10.2166/wst.2008.424","title":"Comparative efficacy of five different rep-PCR methods to discriminate Escherichia coli populations in aquatic environments","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Vibrio bacteria research studies","field":"Biochemistry, Genetics and Molecular Biology","cited_by":55,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Victoria","funders":"","keywords":"Escherichia coli; Biology; Microbiology; Genetics; Gene","score_opus":0.057529038111138346,"score_gpt":0.3694687070060298,"score_spread":0.31193966889489144,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2015686377","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99385655,0.000055848213,0.0049659335,0.0005973411,0.000065942724,0.00034670654,0.0000036180115,0.000011446813,0.00009660094],"genre_scores_gemma":[0.984669,0.0000290912,0.014937617,0.000028336275,0.000008285673,0.000075805954,0.000012276989,0.000006566525,0.00023297458],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985891,0.00008579454,0.00025591507,0.00046272925,0.00017825811,0.0004282152],"domain_scores_gemma":[0.9993763,0.00001143297,0.00005368945,0.00046796692,0.000024254556,0.00006638373],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002500869,0.00013964775,0.000268098,0.00038582087,0.00016602708,0.0000081041535,0.0005143004,0.00008590982,0.0000042072766],"category_scores_gemma":[0.00021308225,0.00009964115,0.000034960547,0.0004962713,0.001318821,0.000009308627,0.0007938483,0.00010676556,0.000014113025],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003086313,0.000115098315,0.006408325,0.0000026101247,0.000009201224,0.0000028010713,0.0011689797,0.00008137337,0.99177474,0.000045438566,0.000018048439,0.0003425149],"study_design_scores_gemma":[0.00030355493,0.0003090844,0.103520505,0.000008405241,0.000004863491,0.0000037176342,0.00027673302,0.00016895436,0.8945984,0.00024219039,0.00045027793,0.000113286784],"about_ca_topic_score_codex":0.000043283166,"about_ca_topic_score_gemma":0.00006653376,"teacher_disagreement_score":0.09717632,"about_ca_system_score_codex":0.00006070201,"about_ca_system_score_gemma":0.00003869512,"threshold_uncertainty_score":0.48592508},"labels":[],"label_agreement":null},{"id":"W2015740260","doi":"10.2166/wst.2007.565","title":"Decentralized sanitation implementation in Vietnam: a peri-urban case study","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Governance and Infrastructure","field":"Social Sciences","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Montréal","funders":"","keywords":"Sanitation; Wastewater; Environmental planning; Business; Scale (ratio); Environmental resource management; Engineering; Waste management; Environmental engineering; Environmental science; Geography","score_opus":0.011910376919789646,"score_gpt":0.34647673562603704,"score_spread":0.3345663587062474,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2015740260","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970692,0.000021813594,0.000264183,0.0010265779,0.0002861339,0.0005310457,0.0000011616308,0.000113151735,0.0006867449],"genre_scores_gemma":[0.99932754,0.0000075978187,0.00045324597,0.00009379126,0.000038032784,0.000022797241,0.0000013866821,0.0000055465316,0.000050051913],"study_design_codex":"observational","study_design_gemma":"qualitative","domain_scores_codex":[0.9981182,0.000047707275,0.00028799853,0.00036143963,0.00041512982,0.0007694889],"domain_scores_gemma":[0.9995263,0.000010023199,0.00006960345,0.00020989442,0.0001130475,0.00007109348],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018034694,0.000102165075,0.0001264882,0.0006953492,0.00066009915,0.0001014219,0.00045598208,0.00010156292,0.00012750506],"category_scores_gemma":[0.00006190066,0.00007968065,0.000019614885,0.0018649764,0.0008255025,0.0007108495,0.00010213233,0.00013300707,0.000019402194],"study_design_candidate":"qualitative","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019107498,0.0001199603,0.7015792,0.0000027632016,0.0000040079185,0.0010234386,0.23221187,0.0000054989396,0.033171102,0.0053211404,0.00012523687,0.026416685],"study_design_scores_gemma":[0.0019238038,0.00045110556,0.051186625,0.000011653314,0.000016429189,0.00023933843,0.82906723,0.000021114816,0.08998809,0.006725753,0.019940212,0.00042863406],"about_ca_topic_score_codex":0.004839314,"about_ca_topic_score_gemma":0.047539294,"teacher_disagreement_score":0.6503926,"about_ca_system_score_codex":0.00034857137,"about_ca_system_score_gemma":0.00013596479,"threshold_uncertainty_score":0.96984065},"labels":[],"label_agreement":null},{"id":"W2015850819","doi":"10.2166/wst.2011.719","title":"Considerations for the mitigation of nitrate contamination: stable isotopes and insights into the importance of soil processes","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Groundwater and Isotope Geochemistry","field":"Earth and Planetary Sciences","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geological Survey of Canada; Natural Resources Canada; University of Prince Edward Island","funders":"Department of the Environment and Energy, Australian Government; Natural Resources Canada; U.S. Department of Energy","keywords":"Fertilizer; Environmental science; Nitrate; Nitrification; Leaching (pedology); Mineralization (soil science); Nutrient; Groundwater; Organic matter; Denitrification; Soil water; Agronomy; Environmental chemistry; Nitrogen; Chemistry; Soil science","score_opus":0.015977118118025147,"score_gpt":0.20432526956721356,"score_spread":0.1883481514491884,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2015850819","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969627,0.00055993325,0.0004720291,0.00095277093,0.00004989482,0.00022184246,0.0000048367456,0.000015513251,0.0007604346],"genre_scores_gemma":[0.99913275,0.00004871237,0.0006763699,0.00006383685,0.000005749224,0.000014050866,0.0000038371663,0.0000010121375,0.000053670763],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993885,0.0000087559165,0.00017848863,0.00016224856,0.0001097037,0.00015230522],"domain_scores_gemma":[0.99937576,0.00008332565,0.000076786404,0.00018588583,0.0002609165,0.000017343944],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030440796,0.00006182284,0.00008919059,0.000085550346,0.00037782124,0.000029088558,0.0002777882,0.00004266677,0.00006994797],"category_scores_gemma":[0.00011377832,0.000028332764,0.000011210328,0.00033192037,0.0017183605,0.00028219662,0.000026764177,0.000050764615,0.0000015392565],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003630813,0.00005052422,0.8097708,0.00022374718,0.00002889907,0.0000023379234,0.047361825,0.00014046166,0.12556918,0.010424519,0.00006651256,0.0063248645],"study_design_scores_gemma":[0.00009668866,0.00008997497,0.017506754,0.000008444067,0.0000104313,0.000009349627,0.0026568768,0.0007292314,0.90123403,0.07740465,0.00020181412,0.000051783754],"about_ca_topic_score_codex":0.0003170195,"about_ca_topic_score_gemma":0.0031389338,"teacher_disagreement_score":0.79226404,"about_ca_system_score_codex":0.0000019944723,"about_ca_system_score_gemma":0.00010086073,"threshold_uncertainty_score":0.63313705},"labels":[],"label_agreement":null},{"id":"W2017042104","doi":"10.2166/wst.2008.722","title":"Reducing operating costs for struvite formation with a carbon dioxide stripper","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Phosphorus and nutrient management","field":"Environmental Science","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Struvite; Stripping (fiber); Wastewater; Caustic (mathematics); Phosphorus; Carbon dioxide; Waste management; Environmental science; Ammonia; Operating cost; Operational costs; Pulp and paper industry; Chemistry; Environmental engineering; Materials science; Engineering; Operations management","score_opus":0.007981698378119262,"score_gpt":0.20213956842923075,"score_spread":0.1941578700511115,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2017042104","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99356973,0.000010761625,0.0027350786,0.001147802,0.00006691481,0.00043311046,0.000001325541,0.00011800771,0.0019172769],"genre_scores_gemma":[0.99524033,0.000009407451,0.004287923,0.000116446136,0.00000883023,0.00009391964,0.0000025724935,0.000007836374,0.00023275564],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986158,0.000006444728,0.00016342419,0.00039957368,0.00028927243,0.0005254956],"domain_scores_gemma":[0.99956,0.000005017956,0.000047321646,0.00030732885,0.000026018723,0.000054317694],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032563932,0.00011420298,0.00010859559,0.00020633858,0.00055381627,0.000030013565,0.000458196,0.000049520837,0.000023701072],"category_scores_gemma":[0.000024505423,0.00007361319,0.00001721898,0.00072558207,0.0007909044,0.0006006663,0.00034485542,0.00008584406,0.000026393489],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029756102,0.00006493602,0.021647247,0.000007658888,0.0000039835763,0.000018436098,0.001740914,0.0023416674,0.9606705,0.0004687096,0.0001192987,0.012886914],"study_design_scores_gemma":[0.0004212462,0.00038099108,0.0017178304,0.000018204144,0.0000061033734,0.00006963893,0.00044198098,0.009736528,0.9834378,0.00022314528,0.0033507207,0.00019582169],"about_ca_topic_score_codex":0.00021053849,"about_ca_topic_score_gemma":0.00004082186,"teacher_disagreement_score":0.022767311,"about_ca_system_score_codex":0.000324634,"about_ca_system_score_gemma":0.0000146628,"threshold_uncertainty_score":0.4259563},"labels":[],"label_agreement":null},{"id":"W2017621516","doi":"10.2166/wst.2007.292","title":"Ultrastructure of a bio-electrolytic methanogenic/methanotrophic granular biofilm for the complete degradation of tetrachloroethylene in contaminated groundwater","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Microbial bioremediation and biosurfactants","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Biotechnology Research Institute","funders":"","keywords":"Environmental chemistry; Methanogenesis; Chemistry; Tetrachloroethylene; Reductive dechlorination; Biodegradation; Effluent; Electron donor; Bioreactor; Aeration; Methanobacterium; Methane; Environmental engineering; Environmental science; Trichloroethylene; Catalysis; Archaea","score_opus":0.010170241455503241,"score_gpt":0.2303331199422933,"score_spread":0.22016287848679006,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2017621516","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98918283,0.000038399976,0.009484617,0.00062848197,0.00011813744,0.00048090742,0.000011972157,0.000026767624,0.000027903447],"genre_scores_gemma":[0.99759096,0.000015361145,0.0022750986,0.00005849609,0.000005203266,0.000007137129,0.000008612029,0.000007082642,0.000032020496],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983402,0.000024676463,0.0004432119,0.00035716928,0.00029994248,0.00053481216],"domain_scores_gemma":[0.99937266,0.00006243747,0.00015264557,0.0003189546,0.000055338685,0.000037939404],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014566359,0.00014130169,0.00022405983,0.00047966363,0.00011065306,0.0000109615385,0.00077032344,0.0001624639,0.0001198103],"category_scores_gemma":[0.00009555474,0.000080262726,0.000054196462,0.0017479537,0.0020168186,0.0001526268,0.00013183066,0.0001467716,0.000012219627],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000044385448,0.00003997696,0.018222064,0.0000063915513,0.0000036438528,0.0000010298438,0.00019533532,0.00002284684,0.9750848,0.00010701381,0.0000025110355,0.0062700114],"study_design_scores_gemma":[0.0004426068,0.00022773341,0.037740104,0.0000062284357,0.000013549459,0.000012267837,0.00012621314,0.00036398508,0.96015185,0.0005878255,0.0002251193,0.00010253728],"about_ca_topic_score_codex":0.00024385947,"about_ca_topic_score_gemma":0.000451934,"teacher_disagreement_score":0.01951804,"about_ca_system_score_codex":0.00012797878,"about_ca_system_score_gemma":0.000020773841,"threshold_uncertainty_score":0.74310523},"labels":[],"label_agreement":null},{"id":"W2017687709","doi":"10.2166/wst.2010.799","title":"Arsenic oxidation by UV radiation combined with hydrogen peroxide","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Arsenic contamination and mitigation","field":"Environmental Science","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Trojan Technologies (Canada)","funders":"","keywords":"Hydrogen peroxide; Arsenic; Environmental chemistry; Chemistry; Photochemistry; Radiochemistry; Organic chemistry","score_opus":0.0022473144743421457,"score_gpt":0.18546904734039166,"score_spread":0.1832217328660495,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2017687709","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99189955,0.0000025079755,0.0018112564,0.0034092448,0.00010636738,0.00021487474,9.395687e-7,0.00018549655,0.0023697598],"genre_scores_gemma":[0.9979345,0.0000026589532,0.0009252408,0.00016698019,0.000007833568,0.000033263852,0.000015502848,0.0000075128837,0.0009064726],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988042,0.000011319847,0.00014620164,0.00039106884,0.00031722846,0.00032996226],"domain_scores_gemma":[0.9995054,0.000006493568,0.00006149911,0.00033324983,0.000022303913,0.000071078735],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003480966,0.0001048733,0.00008313978,0.00020468807,0.0003039965,0.000037190977,0.0004207264,0.000106306536,0.00057933363],"category_scores_gemma":[0.000037638678,0.00007480449,0.000014772889,0.00074630306,0.0011894216,0.00056165125,0.00014800207,0.00017474362,0.00051739864],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000045147053,0.00002447908,0.006371427,4.2340824e-7,9.425662e-7,9.444904e-7,0.0002473025,0.00001402069,0.97241306,0.0007199691,0.00011950822,0.020083388],"study_design_scores_gemma":[0.00031815114,0.00012508182,0.0038171716,0.0000014258007,0.000004963889,0.000021236543,0.000100637284,0.0009421398,0.9817924,0.0010241824,0.011722275,0.0001303629],"about_ca_topic_score_codex":0.000041225776,"about_ca_topic_score_gemma":0.0001782031,"teacher_disagreement_score":0.019953026,"about_ca_system_score_codex":0.00011215232,"about_ca_system_score_gemma":0.000023272105,"threshold_uncertainty_score":0.6650286},"labels":[],"label_agreement":null},{"id":"W2018600697","doi":"10.2166/wst.2011.521","title":"Analysis of shear stress and energy consumption in a tubular airlift membrane system","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; Universiteit Gent","keywords":"Shear stress; Mechanics; Fouling; Shear (geology); Two-phase flow; Pressure drop; Materials science; Membrane; Airlift; Membrane fouling; Flow (mathematics); Slug flow; Permeation; Chemistry; Composite material; Bioreactor; Physics","score_opus":0.013973574521393249,"score_gpt":0.2191986731795828,"score_spread":0.20522509865818955,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2018600697","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9968214,0.000036254314,0.00087987154,0.00009651359,0.000039194343,0.000075817465,0.000003258789,0.00020420969,0.0018434483],"genre_scores_gemma":[0.99875146,0.00003229668,0.0011232682,0.000014374154,9.988958e-7,0.00002526797,0.0000017545965,0.0000045997963,0.00004595673],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985086,0.00002664575,0.00031581087,0.00050627935,0.0002752458,0.00036741653],"domain_scores_gemma":[0.99931407,0.000009275717,0.000083473176,0.00053557585,0.000014850823,0.00004272945],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00044399037,0.00012181324,0.00028521955,0.0017396924,0.00009129855,0.000013209427,0.0006652828,0.00016506448,0.00032351294],"category_scores_gemma":[0.000030237514,0.00009201336,0.000029259563,0.0027634583,0.002730184,0.00029262423,0.00052042946,0.00009693572,0.0000388862],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015199976,0.00007938291,0.51877636,0.000031340893,0.00002901235,0.000023434417,0.001326225,0.0008377069,0.4662454,0.009161349,0.0000022602217,0.0034723433],"study_design_scores_gemma":[0.00013865274,0.00007191489,0.03364899,0.000015778285,0.000047567217,0.000011318418,0.0006332272,0.0060238983,0.9589534,0.00025850354,0.00006679965,0.00012994105],"about_ca_topic_score_codex":0.00070126326,"about_ca_topic_score_gemma":0.00047087457,"teacher_disagreement_score":0.492708,"about_ca_system_score_codex":0.00010726696,"about_ca_system_score_gemma":0.0000084317235,"threshold_uncertainty_score":0.9999838},"labels":[],"label_agreement":null},{"id":"W2019270304","doi":"10.2166/wst.2006.325","title":"Integrated watershed management in Quebec (Canada): a participatory approach centred on local solidarity","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Soil erosion and sediment transport","field":"Agricultural and Biological Sciences","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Ministry of Environment","funders":"","keywords":"Watershed management; Watershed; Environmental planning; Legislation; Public participation; Local government; Public administration; Business; Government (linguistics); Environmental resource management; Water industry; Corporate governance; Facilitator; Stakeholder; Water supply; Political science; Geography; Engineering; Public relations; Environmental science; Environmental engineering; Finance; Law","score_opus":0.019826492074479226,"score_gpt":0.1981827614918543,"score_spread":0.17835626941737506,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2019270304","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9934678,0.000010654612,0.000051717605,0.0029616721,0.00011185174,0.00022179978,0.0000032265068,0.0001560753,0.0030151943],"genre_scores_gemma":[0.9989375,0.0000018976243,0.00007068751,0.00031627412,0.0000139905,0.000044653687,0.00004036294,9.2537107e-7,0.0005737199],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99804306,0.000026398506,0.00025899525,0.0005371046,0.00040209858,0.00073234626],"domain_scores_gemma":[0.9997288,0.00000710567,0.00002699668,0.00012411426,0.000037827787,0.00007514978],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021264893,0.00016253731,0.0001746871,0.000131566,0.00020463097,0.00004949483,0.00062055263,0.00011356294,0.00008334483],"category_scores_gemma":[0.0000030487963,0.00005655604,0.000030743227,0.0011691838,0.0006959116,0.00010592626,0.00009689676,0.00017800633,0.000022971064],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025029323,0.0016524787,0.083649665,0.000026329737,0.000018259563,0.00039848388,0.0006159695,0.0010275431,0.74768317,0.02147874,0.0020729196,0.14112614],"study_design_scores_gemma":[0.0011588931,0.00030660257,0.19632123,0.0000445067,0.00002004735,0.000009119528,0.007823502,0.0041927504,0.74150425,0.0026092704,0.04513347,0.0008763598],"about_ca_topic_score_codex":0.3425885,"about_ca_topic_score_gemma":0.73156977,"teacher_disagreement_score":0.38898128,"about_ca_system_score_codex":0.00028794695,"about_ca_system_score_gemma":0.00004337433,"threshold_uncertainty_score":0.66178924},"labels":[],"label_agreement":null},{"id":"W2019327479","doi":"10.2166/wst.2007.369","title":"Anaerobic pond treatment of wastewater containing sulphate","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Mine drainage and remediation techniques","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Organic matter; Wastewater; Anaerobic exercise; Pulp and paper industry; Chemistry; Sulfate-reducing bacteria; Environmental chemistry; Substrate (aquarium); Methane; Environmental science; Sulfate; Environmental engineering; Biology; Ecology; Organic chemistry","score_opus":0.009030494375394356,"score_gpt":0.24397610819026985,"score_spread":0.2349456138148755,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2019327479","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9941012,0.000024716952,0.0013153746,0.0005838283,0.000084266045,0.00018136992,8.038511e-7,0.00016265387,0.0035457357],"genre_scores_gemma":[0.9956891,0.000014904622,0.003488009,0.000052402695,0.000012280616,0.00001117924,0.0000019732759,0.000006816782,0.00072335626],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99858946,0.000007269443,0.00026107792,0.00034558665,0.00026050644,0.0005360905],"domain_scores_gemma":[0.9994709,0.000009345646,0.00006714426,0.00036289328,0.000021584969,0.000068137095],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005786373,0.00012269124,0.00016299829,0.0004995189,0.00015148174,0.000014117105,0.00044392582,0.00009990279,0.00036439183],"category_scores_gemma":[0.000015914677,0.00007466622,0.000035624784,0.00084788824,0.0014963452,0.00022908102,0.00021687362,0.000052314375,0.00014146716],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008622174,0.000054650496,0.0050706724,0.00000118103,0.0000018735499,0.000019880548,0.0015321238,0.000008349311,0.9834161,0.0003350229,0.000012520667,0.009539045],"study_design_scores_gemma":[0.00018841606,0.00056697754,0.00076395343,0.000003462539,0.0000044916565,0.000019078185,0.00031382492,0.00003154526,0.98680377,0.0009083809,0.010293475,0.00010263208],"about_ca_topic_score_codex":0.00011603591,"about_ca_topic_score_gemma":0.000048298072,"teacher_disagreement_score":0.010280955,"about_ca_system_score_codex":0.0002006636,"about_ca_system_score_gemma":0.00001163444,"threshold_uncertainty_score":0.55133456},"labels":[],"label_agreement":null},{"id":"W2019487377","doi":"10.2166/wst.2011.630","title":"Synthesis and structure-activity study of quaternary ammonium functionalized β-cyclodextrin-carboxymethylcellulose polymers","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Antimicrobial agents and applications","field":"Chemistry","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Chemistry; Polymer; Alkyl; Ammonium; Ammonium chloride; Benzalkonium chloride; Cyclodextrin; Chloride; Nuclear chemistry; Polymer chemistry; Organic chemistry","score_opus":0.018543135370386623,"score_gpt":0.2320328393886172,"score_spread":0.21348970401823059,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2019487377","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99792296,0.000023534005,0.00015576745,0.00012963565,0.00004994601,0.00010975362,0.000011174923,0.000095745556,0.0015014779],"genre_scores_gemma":[0.99932206,0.0000077769655,0.0003230073,0.000009524218,0.000010248289,0.000024725403,6.945399e-7,0.0000095878695,0.00029240132],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99890655,0.000009585385,0.00018371736,0.00044749872,0.00016200624,0.00029061508],"domain_scores_gemma":[0.9993355,0.000012072763,0.00008843169,0.00045806498,0.00005291184,0.000052980984],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010426695,0.00013564804,0.00019643865,0.00028745853,0.00021330651,0.000015184756,0.0004932096,0.00010737096,0.00090938545],"category_scores_gemma":[0.000014493568,0.00009725842,0.000025339605,0.00039882492,0.0010317034,0.00012510632,0.00034091136,0.00013588172,0.0000069047132],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000042290736,0.00025460302,0.013190672,0.000009434136,0.00001625576,0.0000033378024,0.00064132235,7.298059e-7,0.9783487,0.00019771651,0.0000020457333,0.007292914],"study_design_scores_gemma":[0.00021318848,0.000050960844,0.002653052,0.000005329012,0.000029367398,0.000012666268,0.00069378805,0.000040549574,0.9953867,0.0005834152,0.00020770969,0.00012323225],"about_ca_topic_score_codex":0.0006373632,"about_ca_topic_score_gemma":0.000025809151,"teacher_disagreement_score":0.017038064,"about_ca_system_score_codex":0.000026614018,"about_ca_system_score_gemma":0.000028188388,"threshold_uncertainty_score":0.9957133},"labels":[],"label_agreement":null},{"id":"W2020291964","doi":"10.2166/wst.2012.004","title":"Comparison of methane production by co-digesting fruit and vegetable waste with first stage and second stage anaerobic digester sludge from a two stage digester","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Anaerobic Digestion and Biogas Production","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Northern British Columbia","funders":"","keywords":"Anaerobic exercise; Pulp and paper industry; Methane; Anaerobic digestion; Waste management; Sewage sludge; Environmental science; Chemistry; Sewage treatment; Environmental engineering; Biology; Engineering","score_opus":0.015351875025267027,"score_gpt":0.2545410400933341,"score_spread":0.2391891650680671,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2020291964","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9967723,0.0007855813,0.00086407096,0.00036017096,0.00028359867,0.00033834638,0.000037216992,0.00030456274,0.00025415767],"genre_scores_gemma":[0.99655676,0.000051915365,0.0014578091,0.00001501485,0.00005552795,0.00002197744,0.000023042005,0.000028308328,0.001789639],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981624,0.000022348377,0.0003411348,0.00054502586,0.00025643906,0.00067265425],"domain_scores_gemma":[0.9992184,0.000020963167,0.00011124814,0.00043616263,0.00007936534,0.0001338809],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005001384,0.00026913796,0.00036678012,0.0004841049,0.00019965784,0.000086277476,0.00024065259,0.0001428808,0.00006337558],"category_scores_gemma":[0.000032559972,0.00019941453,0.00001742776,0.00057063677,0.0009930668,0.0012115655,0.00014518318,0.0002890653,0.000009015952],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023074006,0.00006126754,0.2423318,0.00008719964,0.000024707677,0.0000018349724,0.002385515,0.00092501094,0.75290644,0.00043676273,0.00006553001,0.0007508272],"study_design_scores_gemma":[0.00042587062,0.00016882767,0.0035800051,0.000049532904,0.00002051474,0.000015676771,0.0013430107,0.0002472235,0.9684156,0.000015897238,0.025428079,0.00028977168],"about_ca_topic_score_codex":0.00007934095,"about_ca_topic_score_gemma":0.00018379789,"teacher_disagreement_score":0.2387518,"about_ca_system_score_codex":0.00007806766,"about_ca_system_score_gemma":0.000021802518,"threshold_uncertainty_score":0.81318885},"labels":[],"label_agreement":null},{"id":"W2021059093","doi":"10.2166/wst.2012.934","title":"A calibration protocol of a one-dimensional moving bed bioreactor (MBBR) dynamic model for nitrogen removal","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Calibration; Bioreactor; Environmental science; Protocol (science); Environmental engineering; Chemistry; Waste management; Engineering; Mathematics","score_opus":0.01657693228554536,"score_gpt":0.25539720859263554,"score_spread":0.23882027630709018,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2021059093","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98250836,0.0000045278066,0.0040406664,0.00032137614,0.00005147374,0.01286561,0.000010653272,0.00011907947,0.00007825718],"genre_scores_gemma":[0.9090583,1.3745722e-7,0.08254369,0.000032376534,0.000014874649,0.0081891045,0.000009010461,0.000015933201,0.00013661296],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981027,0.000015940072,0.00029740026,0.00042166148,0.00039879765,0.00076349865],"domain_scores_gemma":[0.9993724,0.000010075701,0.00010280053,0.00037328617,0.000028181128,0.00011323335],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044814515,0.00018315783,0.0002042997,0.0003268805,0.00023933877,0.000022502833,0.00051291916,0.00014476558,0.00008330616],"category_scores_gemma":[0.000022773975,0.0001272757,0.00007223904,0.0005558634,0.0010059158,0.0007440797,0.00045438422,0.00008743418,0.00005154561],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006021462,0.00019805296,0.007652532,0.0000087431845,0.0000069881853,0.0000014051691,0.00036104076,0.0003244706,0.9900734,0.00021678054,0.000014577512,0.0010817987],"study_design_scores_gemma":[0.0005774727,0.00013819743,0.00011334163,0.00000836321,0.000018225628,0.000035126544,0.000031374566,0.15307568,0.8406718,0.0050144615,0.00015713222,0.00015887448],"about_ca_topic_score_codex":0.000038373226,"about_ca_topic_score_gemma":0.000016889575,"teacher_disagreement_score":0.1527512,"about_ca_system_score_codex":0.00023590634,"about_ca_system_score_gemma":0.000043824803,"threshold_uncertainty_score":0.51901525},"labels":[],"label_agreement":null},{"id":"W2022491335","doi":"10.2166/wst.2008.433","title":"Potential of in-situ sensors with ion-selective electrodes for aeration control at wastewater treatment plants","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Analytical Chemistry and Sensors","field":"Chemical Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Eidgenössische Anstalt für Wasserversorgung Abwasserreinigung und Gewässerschutz","keywords":"Aeration; Wastewater; In situ; Environmental science; Sewage treatment; Waste management; Environmental engineering; Electrode; Pulp and paper industry; Chemistry; Engineering","score_opus":0.006466787327135262,"score_gpt":0.2038186516849358,"score_spread":0.19735186435780053,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2022491335","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974486,0.000008708526,0.0017055571,0.00043859013,0.000019497877,0.00016861371,0.000003628015,0.000062325045,0.00014444924],"genre_scores_gemma":[0.9992754,0.0000048392894,0.00034877183,0.0000104515475,0.000018091463,0.000030753505,0.000005606389,0.0000075326225,0.00029855833],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989536,0.000004787532,0.00017377407,0.00030506082,0.00013669582,0.00042610543],"domain_scores_gemma":[0.9996828,0.000018421126,0.00003103968,0.00016165772,0.00006452853,0.00004159691],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000059574802,0.00012587881,0.0002180886,0.00020749154,0.00011423961,0.000004620082,0.00015187732,0.000117779586,0.0000062820036],"category_scores_gemma":[0.000022973732,0.00007718531,0.000034578836,0.0002557612,0.0004900638,0.00007921151,0.000024483894,0.000081375445,0.000005252789],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022225962,0.000045671895,0.0010756127,0.000005826509,0.000011134488,0.000015902562,0.00020092928,0.0042360523,0.9940946,0.000053437536,0.0000020545249,0.000036515346],"study_design_scores_gemma":[0.00097642076,0.00036570238,0.00010287681,0.0000063657567,0.000011757661,0.00008223645,0.00005862411,0.008665254,0.98948073,0.00010675634,0.000036618312,0.00010666837],"about_ca_topic_score_codex":0.000010002425,"about_ca_topic_score_gemma":0.000018304047,"teacher_disagreement_score":0.0046138847,"about_ca_system_score_codex":0.0001989487,"about_ca_system_score_gemma":0.000023428769,"threshold_uncertainty_score":0.31475255},"labels":[],"label_agreement":null},{"id":"W2022971104","doi":"10.2166/wst.2011.355","title":"Contribution of hydrodynamic characteristics on the performance of an aerobic biofilm conical fluidized bed","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Fluid Dynamics and Mixing","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Specialized Research Fund for the Doctoral Program of Higher Education of China","keywords":"Biofilm; Conical surface; Bioreactor; Fluidized bed; Fluidized bed combustion; Population; Matrix (chemical analysis); Materials science; Chemistry; Environmental engineering; Chemical engineering; Waste management; Chromatography; Environmental science; Composite material; Bacteria; Engineering; Geology","score_opus":0.007568576059585453,"score_gpt":0.1903565053627304,"score_spread":0.18278792930314497,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2022971104","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99898857,0.000010603511,0.0004302989,0.000056033252,0.00018220693,0.0001199152,0.000004571987,0.00012031098,0.00008751972],"genre_scores_gemma":[0.9995963,0.000023214217,0.00034031196,0.000010605371,0.000004859263,0.000009523112,0.0000043068753,0.000007987519,0.000002885106],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99917424,0.0000069414764,0.0002461656,0.00015663874,0.0001197747,0.0002962637],"domain_scores_gemma":[0.99944144,0.00000982025,0.000039294166,0.00038792583,0.00009493098,0.000026611884],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004000314,0.000093745606,0.00017502306,0.00027688246,0.00007390544,0.000006727749,0.00053706346,0.00010362663,0.000014297546],"category_scores_gemma":[0.000036238813,0.00005821569,0.000023540106,0.00039232004,0.00082328473,0.00010908451,0.000080371436,0.00014180095,0.000010955156],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009967548,0.00002235866,0.0003863559,0.000006941023,0.0000036739154,8.7625654e-7,0.00013192112,0.000062262196,0.98970604,0.009092842,5.355452e-7,0.00057624775],"study_design_scores_gemma":[0.00012158265,0.00020057619,0.0006312363,0.000015888247,0.0000047264234,0.0000059846157,0.000015289188,0.20671003,0.79202193,0.00019895624,0.000010765887,0.00006304786],"about_ca_topic_score_codex":0.00000649728,"about_ca_topic_score_gemma":0.0000028983902,"teacher_disagreement_score":0.20664777,"about_ca_system_score_codex":0.000041931813,"about_ca_system_score_gemma":0.000019703039,"threshold_uncertainty_score":0.3033427},"labels":[],"label_agreement":null},{"id":"W2023307361","doi":"10.2166/wst.2000.0539","title":"Bioremediation of highly energetic compounds: a search for remediation technologies","year":2000,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Microbial bioremediation and biosurfactants","field":"Environmental Science","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Biotechnology Research Institute","funders":"","keywords":"Mineralization (soil science); Chemistry; Bioremediation; Biotransformation; Phanerochaete; Biodegradation; Environmental chemistry; Toluene; Environmental remediation; Trinitrotoluene; Nuclear chemistry; Slurry; Organic chemistry; Contamination; Environmental engineering; Nitrogen","score_opus":0.009114141942880596,"score_gpt":0.22450531012726468,"score_spread":0.21539116818438409,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2023307361","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9943147,0.000016115544,0.00036806444,0.0036167696,0.00012588677,0.00036176466,0.000010979733,0.00028637776,0.0008993413],"genre_scores_gemma":[0.99638206,0.0000620107,0.0032432894,0.00005762784,0.0000123502405,0.00002189492,0.000013904399,0.000007360496,0.00019950105],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983492,0.000014310763,0.00031172993,0.00044052638,0.0003898398,0.0004943817],"domain_scores_gemma":[0.9994562,0.000017285643,0.00006645757,0.0003627812,0.00005556883,0.000041681287],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006051979,0.00012559233,0.00016084412,0.00046525477,0.0001993048,0.000025144745,0.0007752261,0.0001900509,0.00039321498],"category_scores_gemma":[0.000064471795,0.000089747664,0.000037346927,0.0015305283,0.0020928106,0.00027878044,0.00018537934,0.00009776674,0.00033079812],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014535102,0.000045374523,0.009508941,0.0000047906256,0.0000014526809,4.1100483e-7,0.00020886706,0.00009220777,0.95655155,0.00016719101,0.0001987137,0.033205982],"study_design_scores_gemma":[0.00026796875,0.00014205776,0.001812367,0.000005153244,0.000004825594,0.0000036950114,0.00013692862,0.000613189,0.9882239,0.0010660031,0.0075953235,0.00012856539],"about_ca_topic_score_codex":0.000029332788,"about_ca_topic_score_gemma":0.000020805419,"teacher_disagreement_score":0.033077415,"about_ca_system_score_codex":0.00015862235,"about_ca_system_score_gemma":0.000031303513,"threshold_uncertainty_score":0.7711048},"labels":[],"label_agreement":null},{"id":"W2023309683","doi":"10.2166/wst.2006.853","title":"Ammonia removal in the catalytic wet air oxygen process of landfill leachates with Co/Bi catalyst","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Advanced oxidation water treatment","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"China Scholarship Council; People's Government of Jilin Province","keywords":"Ammonia; Chemistry; Nitrate; Leachate; Wet oxidation; Catalysis; Nitrite; Effluent; Inorganic chemistry; Environmental chemistry; Nitrogen; Environmental engineering; Organic chemistry; Environmental science","score_opus":0.004763329790339502,"score_gpt":0.22294608461098905,"score_spread":0.21818275482064955,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2023309683","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99550134,0.000014304881,0.00028634677,0.0017563248,0.000017574082,0.0003023478,0.0000054204725,0.00007291606,0.0020434335],"genre_scores_gemma":[0.99800235,0.0000014924528,0.0016197534,0.000054946126,0.000005653147,0.000057344325,0.000020355887,0.00000863614,0.00022945549],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99836904,0.000016371865,0.00023105742,0.00046900686,0.00043423465,0.00048026326],"domain_scores_gemma":[0.9993371,0.00001032284,0.0000822811,0.00052290596,0.000019504352,0.000027933918],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033635026,0.00015477052,0.00016371117,0.00027423626,0.00016492007,0.000018075534,0.0009989477,0.000063701445,0.000024123925],"category_scores_gemma":[0.000010721447,0.000078525205,0.000016855862,0.0013254478,0.0021397476,0.00038752536,0.0001644126,0.000118777854,0.00014086394],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000057248933,0.00053147186,0.6979685,0.000024035466,0.00000873787,0.0002322074,0.0051773945,0.016844386,0.27509293,0.0006582966,0.00006408643,0.0033407134],"study_design_scores_gemma":[0.00046631644,0.00016457617,0.038438234,0.000013190883,0.0000101017795,0.00021958922,0.0006996695,0.00020030001,0.95428175,0.0037045293,0.0016194104,0.00018233054],"about_ca_topic_score_codex":0.0011329186,"about_ca_topic_score_gemma":0.0013640869,"teacher_disagreement_score":0.6791888,"about_ca_system_score_codex":0.00017869665,"about_ca_system_score_gemma":0.000022688162,"threshold_uncertainty_score":0.7883989},"labels":[],"label_agreement":null},{"id":"W2024092293","doi":"10.2166/wst.2007.582","title":"An ecosystem modelling approach for deriving water quality criteria","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Environmental Toxicology and Ecotoxicology","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Ecosystem; Environmental science; Ecosystem model; Aquatic ecosystem; Freshwater ecosystem; Set (abstract data type); Ecology; Lake ecosystem; Quality (philosophy); Environmental resource management; Computer science; Biology","score_opus":0.02645765270698385,"score_gpt":0.29014427065510406,"score_spread":0.2636866179481202,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2024092293","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.69712275,0.0000040399977,0.29951262,0.00019997913,0.0002017637,0.00037052142,0.0000030688118,0.00016818772,0.0024170734],"genre_scores_gemma":[0.95176613,0.0000017877595,0.047563296,0.00026235817,0.00004034328,0.00010218348,0.000012073869,0.000020352474,0.00023149324],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9966749,0.000051356157,0.0004703615,0.0010295473,0.00026169504,0.0015121235],"domain_scores_gemma":[0.9990247,0.000025222264,0.000064380605,0.0006908815,0.000011972597,0.00018286056],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0039131125,0.00023493686,0.0002877249,0.00036881867,0.0010407761,0.00006361397,0.0012382127,0.00040279,0.00054991624],"category_scores_gemma":[0.000018793999,0.00016013515,0.00005815021,0.00043646718,0.0018885828,0.0007116161,0.00063138537,0.0002384908,0.00024829103],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029705932,0.00018387052,0.008952138,0.000010279644,0.000003330032,0.0000048927236,0.00066747266,0.010056905,0.97867364,0.00035242748,0.000015404918,0.0010499114],"study_design_scores_gemma":[0.00028006616,0.0002858818,0.00055445725,0.0000023198575,0.000007705531,0.000059623304,0.0005403976,0.033734847,0.9584349,0.003392519,0.0023898492,0.00031747713],"about_ca_topic_score_codex":0.000020815196,"about_ca_topic_score_gemma":0.00009130786,"teacher_disagreement_score":0.25464338,"about_ca_system_score_codex":0.00037407933,"about_ca_system_score_gemma":0.000007718665,"threshold_uncertainty_score":0.8004914},"labels":[],"label_agreement":null},{"id":"W2024910959","doi":"10.2166/wst.2008.013","title":"Characterization of sludges for predicting anaerobic digester performance","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Anaerobic Digestion and Biogas Production","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo; EnviroSim (Canada)","funders":"","keywords":"Anaerobic digestion; Biodegradation; Anaerobic exercise; Sewage sludge; Activated sludge; Chemistry; Inert; Waste management; Bioreactor; Pulp and paper industry; Wastewater; Sewage; Environmental science; Environmental engineering; Methane; Biology; Engineering","score_opus":0.010156259551021512,"score_gpt":0.19384486334861845,"score_spread":0.18368860379759694,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2024910959","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99280703,0.000009033606,0.0059130657,0.00027874633,0.00035636534,0.00014215305,0.0000019485224,0.00035990714,0.00013173195],"genre_scores_gemma":[0.99888664,0.00006128552,0.0008274023,0.000011785664,0.00003273721,0.000022685617,0.000008758351,0.000007727985,0.00014098563],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99935067,0.0000018796034,0.00015270499,0.00016630316,0.00009220646,0.00023621132],"domain_scores_gemma":[0.9996963,0.0000018623709,0.000025401816,0.00016523107,0.00009059423,0.000020618161],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001334981,0.00007246977,0.00009115423,0.00041630765,0.00015207427,0.000007814154,0.00019881985,0.000069727925,0.000005367992],"category_scores_gemma":[0.000012807439,0.000055192053,0.000016051234,0.00048707216,0.0004261448,0.00035810028,0.00003525341,0.000058189966,0.00000844081],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000024441931,0.0000080133395,0.007833284,0.000010088451,0.0000017720215,2.251809e-7,0.00024289922,0.0003109376,0.98877794,0.00050394866,0.0000069100784,0.0023015367],"study_design_scores_gemma":[0.00008980338,0.00008098818,0.007938988,0.000010523676,0.0000026183395,0.000024653977,0.000024476205,0.0020359838,0.98652256,0.000026054635,0.0031719378,0.00007140236],"about_ca_topic_score_codex":7.5205475e-7,"about_ca_topic_score_gemma":4.7415364e-7,"teacher_disagreement_score":0.0060795834,"about_ca_system_score_codex":0.00003206335,"about_ca_system_score_gemma":0.000014257308,"threshold_uncertainty_score":0.22506666},"labels":[],"label_agreement":null},{"id":"W2025882008","doi":"10.2166/wst.2011.629","title":"Membrane treatment of liquid wastes from radiological decontamination operations","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Radioactive element chemistry and processing","field":"Chemistry","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Environment and Climate Change Canada","funders":"D. Mendeleev University of Chemical Technology of Russia","keywords":"Human decontamination; Membrane; Adsorption; Filtration (mathematics); Wastewater; Chemistry; Waste management; Volume (thermodynamics); Membrane technology; Radioactive waste; Chromatography; Nuclear chemistry; Organic chemistry","score_opus":0.026783093261737376,"score_gpt":0.2528932287230212,"score_spread":0.22611013546128383,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2025882008","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99263173,0.000082897306,0.0005361498,0.00016602797,0.00003961129,0.000037277165,0.000008135648,0.00009546632,0.0064027193],"genre_scores_gemma":[0.99676657,0.0000318786,0.002909127,0.000007595708,0.000028164084,0.000031750962,0.000016902255,0.0000042499314,0.00020373744],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991166,0.000005406182,0.00019668402,0.00032857517,0.000104841296,0.00024789915],"domain_scores_gemma":[0.99955314,0.000013045448,0.000040963896,0.00027720074,0.0000775967,0.000038045182],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00008298851,0.00010999163,0.0001597503,0.00012634507,0.00017928844,0.000014427627,0.00037755334,0.00013293605,0.0010287941],"category_scores_gemma":[0.000033172753,0.00007213047,0.000029227409,0.00022869515,0.00077852426,0.00020949791,0.00005288098,0.000062418665,0.000011171396],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025698027,0.000115680705,0.0013182933,0.0000053973054,0.000009562666,0.000004283069,0.0012860076,0.000006998166,0.99294525,0.00028474012,4.372796e-7,0.0039976654],"study_design_scores_gemma":[0.0002518057,0.00018512635,0.000063021595,0.000010292244,0.0000143509915,0.000012081883,0.000556662,0.00020919164,0.9978777,0.00044732547,0.00027999846,0.00009244418],"about_ca_topic_score_codex":0.000039639315,"about_ca_topic_score_gemma":0.0000067257893,"teacher_disagreement_score":0.006198982,"about_ca_system_score_codex":0.00009489243,"about_ca_system_score_gemma":0.000043949574,"threshold_uncertainty_score":0.9998844},"labels":[],"label_agreement":null},{"id":"W2026308239","doi":"10.2166/wst.2013.061","title":"Successful treatment of high azo dye concentration wastewater using combined anaerobic/aerobic granular activated carbon-sequencing batch biofilm reactor (GAC-SBBR): simultaneous adsorption and biodegradation processes","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Chromium effects and bioremediation","field":"Environmental Science","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Chemistry; Adsorption; Chemical oxygen demand; Biodegradation; Wastewater; Anaerobic exercise; Sequencing batch reactor; Biofilm; Batch reactor; Activated carbon; Bioreactor; Chromatography; Nuclear chemistry; Pulp and paper industry; Waste management; Organic chemistry; Bacteria; Catalysis","score_opus":0.008037283546201276,"score_gpt":0.20592125950027865,"score_spread":0.19788397595407736,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2026308239","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983666,0.000022105498,0.00012845556,0.00042943488,0.00013494457,0.0007848774,0.000003767319,0.00011664794,0.000013175779],"genre_scores_gemma":[0.99861634,0.000049805883,0.0011954703,0.000013306083,0.000017737017,0.000040531093,0.00003998784,0.000012595559,0.000014252901],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982207,0.000038805523,0.00034077966,0.00059131905,0.00033017827,0.0004782336],"domain_scores_gemma":[0.9993044,0.000033815653,0.00019249952,0.00029706315,0.00009035734,0.00008186182],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017559901,0.000235262,0.0002606836,0.00024934974,0.00018519294,0.00009365707,0.00024679306,0.0001846294,0.00007049182],"category_scores_gemma":[0.000054901542,0.00015534727,0.000022025435,0.0011005251,0.0011377902,0.0007963229,0.00011293135,0.00007607796,0.000015165708],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001951493,0.00006868906,0.019281652,0.000018273377,0.0000045209995,0.0000028450809,0.00052683166,0.00048385232,0.97739726,0.000011791734,5.6755573e-7,0.0021841845],"study_design_scores_gemma":[0.0006158104,0.0005971203,0.0016835305,0.000025312522,0.00002593565,0.00001504873,0.00018958801,0.01922394,0.97710425,0.00030554246,0.0000129938535,0.00020093494],"about_ca_topic_score_codex":0.006223256,"about_ca_topic_score_gemma":0.00025976764,"teacher_disagreement_score":0.018740088,"about_ca_system_score_codex":0.0007098868,"about_ca_system_score_gemma":0.00006339087,"threshold_uncertainty_score":0.94077426},"labels":[],"label_agreement":null},{"id":"W2027201833","doi":"10.2166/wst.2010.014","title":"Spatial distribution of some microbial trophic groups in a plug-flow-type anaerobic bioreactor treating swine manure","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Anaerobic Digestion and Biogas Production","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke; Health Canada; Agriculture and Agri-Food Canada","funders":"","keywords":"Methanosaeta; Biology; Methanosarcina; Methanogenesis; Acidogenesis; Bioreactor; Anaerobic digestion; Microbiology; Manure; Firmicutes; Food science; Botany; Biochemistry; Ecology; 16S ribosomal RNA; Methane","score_opus":0.004382143975342456,"score_gpt":0.19370406296322856,"score_spread":0.1893219189878861,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2027201833","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974148,0.000017630886,0.0006230734,0.0005468275,0.00097128085,0.000120544486,0.0000071921186,0.00027550702,0.00002313052],"genre_scores_gemma":[0.9990165,0.000012801822,0.0007850807,0.0000071294553,0.000100544006,0.00000635659,0.000040669853,0.000009671371,0.000021222737],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99896735,0.000006467376,0.00024389352,0.00028912508,0.000120327546,0.00037283677],"domain_scores_gemma":[0.99957573,0.0000029477621,0.000035590543,0.0002772947,0.000069896916,0.000038556947],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021815728,0.00013228596,0.0001668074,0.0005825091,0.00007352477,0.000020681431,0.00030924781,0.00020378391,0.000025192916],"category_scores_gemma":[0.000050204602,0.000103132144,0.000026920441,0.0009953419,0.0005828794,0.00027133623,0.00007282629,0.00031229312,0.000023671451],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008591633,0.000032909174,0.0018686278,0.0000056361887,0.0000020344512,0.0000035249866,0.00008325031,0.0003173047,0.9910393,0.0027125855,0.000017792458,0.003908488],"study_design_scores_gemma":[0.00033050985,0.00012941576,0.010941413,0.000017690576,0.000006720456,0.000032272103,0.000037799015,0.0022247327,0.9840351,0.00056546635,0.0015134207,0.00016545507],"about_ca_topic_score_codex":0.00007584612,"about_ca_topic_score_gemma":0.00014952983,"teacher_disagreement_score":0.009072785,"about_ca_system_score_codex":0.00008893629,"about_ca_system_score_gemma":0.000028194001,"threshold_uncertainty_score":0.4205607},"labels":[],"label_agreement":null},{"id":"W2027468586","doi":"10.2166/wst.2008.261","title":"Assessing urban stormwater toxicity: methodology evolution from point observations to longitudinal profiling","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":31,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Environment and Climate Change Canada","funders":"","keywords":"Stormwater; Environmental science; Benthic zone; Sediment; Hydrology (agriculture); Surface runoff; Invertebrate; Water quality; Ecology; Geology; Biology","score_opus":0.10815452388748158,"score_gpt":0.29454832286116517,"score_spread":0.18639379897368358,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2027468586","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.78209823,0.000011723871,0.21236669,0.0035468275,0.00038071195,0.00034760675,0.000003983034,0.00040050544,0.0008437085],"genre_scores_gemma":[0.8667194,0.0000012697469,0.13224553,0.00031684656,0.000050400846,0.00009551448,0.000010184516,0.000017821341,0.00054299296],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99670285,0.00009358041,0.0004139806,0.0011153035,0.0005775859,0.0010966884],"domain_scores_gemma":[0.9987566,0.000035518908,0.00008901115,0.00088495214,0.000056923855,0.00017701263],"candidate_categories":["sts","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0010035383,0.00025887287,0.00027998767,0.0008505557,0.0013890378,0.000104194994,0.001296483,0.00017263656,0.0003664946],"category_scores_gemma":[0.00018534606,0.0002065104,0.00005948171,0.0022833073,0.0021647364,0.001983426,0.001823476,0.00029636605,0.001267761],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000047468784,0.000060891503,0.38670614,0.0000012420459,0.0000065946742,0.000021066824,0.0009204945,0.00076204643,0.6096767,0.0010259561,0.0005807455,0.00023333429],"study_design_scores_gemma":[0.00033804952,0.00020064239,0.40783998,0.000016212309,0.00004272336,0.00008496871,0.0007265624,0.0020826878,0.56974983,0.011830688,0.006425944,0.00066171854],"about_ca_topic_score_codex":0.00083670113,"about_ca_topic_score_gemma":0.00020138804,"teacher_disagreement_score":0.08462119,"about_ca_system_score_codex":0.0012140668,"about_ca_system_score_gemma":0.000049302667,"threshold_uncertainty_score":0.999911},"labels":[],"label_agreement":null},{"id":"W2027693496","doi":"10.2166/wst.2007.179","title":"The Ontario Water Works Consortium: a functional model of source water management and understanding","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Treatment and Disinfection","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Environment and Climate Change Canada; Ontario Clean Water Agency","funders":"","keywords":"Outreach; General partnership; Water quality; Water source; Environmental planning; Multidisciplinary approach; Business; Environmental resource management; Political science; Engineering; Geography; Environmental science; Water resource management; Ecology","score_opus":0.01960201277934388,"score_gpt":0.19887831375341639,"score_spread":0.17927630097407252,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2027693496","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93841594,0.0000069117445,0.05446872,0.0007442927,0.000115809955,0.00017125766,1.507145e-7,0.00006471405,0.0060122116],"genre_scores_gemma":[0.99563885,0.000004887553,0.00050356594,0.000042139014,0.0000052540963,0.000011817011,0.0000020117302,0.000006155788,0.003785312],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99848187,0.0000070352457,0.00020331453,0.0003691545,0.00030110386,0.0006375001],"domain_scores_gemma":[0.99963737,0.00000780457,0.000024313878,0.0002641713,0.000009945263,0.000056421162],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00070752855,0.00012884934,0.000097868804,0.00022215437,0.0006998173,0.00007363358,0.00025445202,0.000083652536,0.00015742217],"category_scores_gemma":[0.000001601048,0.000056359077,0.000027882234,0.00019344657,0.002031197,0.00031365728,0.00058243965,0.00011502665,0.000095789444],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002066152,0.00021184969,0.2613778,0.000011292888,0.000052926138,0.000021948501,0.010027883,0.011578338,0.6992931,0.006237801,0.00013897452,0.010841484],"study_design_scores_gemma":[0.0005100312,0.00010162709,0.003917642,0.000009724015,0.000030944608,0.000032576143,0.0010488644,0.0015537039,0.93956584,0.050948862,0.0020890979,0.00019111697],"about_ca_topic_score_codex":0.00041096922,"about_ca_topic_score_gemma":0.0027329994,"teacher_disagreement_score":0.25746018,"about_ca_system_score_codex":0.0004945954,"about_ca_system_score_gemma":0.0000051948427,"threshold_uncertainty_score":0.7484031},"labels":[],"label_agreement":null},{"id":"W2028070655","doi":"10.2166/wst.2009.535","title":"A methodological approach for direct quantification of the activated sludge floc size distribution by using different techniques","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Coagulation and Flocculation Studies","field":"Environmental Science","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Particle-size distribution; Particle size; Flocculation; Activated sludge; Sample size determination; Dilution; Process engineering; Biological system; Materials science; Computer science; Statistics; Environmental science; Mathematics; Chemistry; Environmental engineering; Engineering; Physics","score_opus":0.0914121381210484,"score_gpt":0.3305733592289194,"score_spread":0.239161221107871,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2028070655","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.69157016,0.000008061106,0.30638337,0.0012085588,0.000036661466,0.00040624768,0.000010110866,0.00011655739,0.00026029436],"genre_scores_gemma":[0.98944235,0.0000025490212,0.0104017975,0.0000502298,0.00000460559,0.000032071457,0.000008435946,0.0000026319813,0.00005531058],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989026,0.00005485456,0.00021568536,0.00035055174,0.00023224317,0.00024406462],"domain_scores_gemma":[0.99949235,0.000045429366,0.00010045389,0.0003024079,0.000036736517,0.000022644877],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00060609553,0.000102762424,0.0001691457,0.000048497244,0.00038715152,0.00001848877,0.00039860743,0.000100399186,0.000019893163],"category_scores_gemma":[0.0002852463,0.000054697117,0.000050226135,0.0008425504,0.001037354,0.00012910992,0.00020109802,0.00007520881,0.000001249325],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009553743,0.00006245276,0.0034822114,0.0000013719417,0.0000014045409,1.767687e-8,0.00006305726,0.00020229397,0.98748136,0.0003237856,0.00007671673,0.00829578],"study_design_scores_gemma":[0.0000783825,0.000050693285,0.024595018,0.0000028972636,0.000008157971,0.0000019155025,0.000046294612,0.0062512667,0.9663922,0.0014850606,0.0010053371,0.00008276546],"about_ca_topic_score_codex":0.000011889581,"about_ca_topic_score_gemma":8.5520696e-7,"teacher_disagreement_score":0.29787222,"about_ca_system_score_codex":0.00014846584,"about_ca_system_score_gemma":0.0000057372763,"threshold_uncertainty_score":0.3822174},"labels":[],"label_agreement":null},{"id":"W2028094411","doi":"10.2166/wst.2013.823","title":"Comparative study on membrane fouling between membrane-coupled moving bed biofilm reactor and conventional membrane bioreactor for municipal wastewater treatment","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"","keywords":"Moving bed biofilm reactor; Membrane bioreactor; Membrane fouling; Bioreactor; Fouling; Membrane reactor; Biofouling; Chemistry; Wastewater; Membrane; Exopolymer; Filtration (mathematics); Pulp and paper industry; Biofilm; Chromatography; Chemical engineering; Environmental engineering; Environmental science; Engineering; Bacteria; Biology","score_opus":0.040916413498892364,"score_gpt":0.2920983314651863,"score_spread":0.25118191796629397,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2028094411","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9937731,0.000012617446,0.000070025984,0.0020272236,0.00017991012,0.0029329539,0.000022731803,0.0005647515,0.00041666292],"genre_scores_gemma":[0.9966178,0.000010694822,0.00202316,0.000053105705,0.000036167137,0.0008553941,0.000031955165,0.000030977586,0.00034074517],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9961129,0.000067333676,0.00066830235,0.0013904272,0.00064723444,0.0011137996],"domain_scores_gemma":[0.9983709,0.00017640353,0.00021274404,0.00097592466,0.00006936705,0.0001946632],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006917952,0.0005331554,0.000748547,0.0009144207,0.0006845165,0.00020416698,0.0011942232,0.0003036535,0.0006059475],"category_scores_gemma":[0.00010787831,0.00035744303,0.000098961136,0.0009875966,0.0026480858,0.0008791933,0.0006975259,0.00028806864,0.00056452904],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000043635337,0.00030642515,0.010498219,0.000010118042,0.000046825324,0.000004735022,0.0023373684,0.00007983246,0.9859018,0.00016701221,0.000012575628,0.0005914929],"study_design_scores_gemma":[0.0018446255,0.0017563655,0.003275745,0.000017900898,0.000058406094,0.000013303945,0.0044222493,0.0035804186,0.9833624,0.0006172591,0.0005839701,0.0004673579],"about_ca_topic_score_codex":0.0005013303,"about_ca_topic_score_gemma":0.00010279982,"teacher_disagreement_score":0.0072224736,"about_ca_system_score_codex":0.0004129896,"about_ca_system_score_gemma":0.000037047637,"threshold_uncertainty_score":0.99988776},"labels":[],"label_agreement":null},{"id":"W2028287999","doi":"10.2166/wst.2011.453","title":"Assessing the convergence of LHS Monte Carlo simulations of wastewater treatment models","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Groundwater flow and contamination studies","field":"Environmental Science","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Monte Carlo method; Convergence (economics); Computation; Computer science; Mathematical optimization; Scope (computer science); Field (mathematics); Simple (philosophy); Algorithm; Mathematics; Statistics","score_opus":0.042477174168113245,"score_gpt":0.26307664038183515,"score_spread":0.2205994662137219,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2028287999","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99384326,0.000018761339,0.004139628,0.00026064017,0.00007394147,0.0001470438,0.0000023033015,0.000031563886,0.001482839],"genre_scores_gemma":[0.9984985,0.000004559274,0.0007825217,0.000012285677,0.0000024822941,0.000019567968,2.777969e-7,0.0000041526105,0.00067566556],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998942,0.000019993453,0.0002475686,0.00026406377,0.0002430744,0.0002832712],"domain_scores_gemma":[0.9994322,0.00001207489,0.00007865971,0.00040764525,0.000044489905,0.000024923824],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021591817,0.00010510892,0.00015358358,0.000158536,0.00024303653,0.0000150308715,0.0005482057,0.000047153957,0.00022025124],"category_scores_gemma":[0.0000084529065,0.000053583986,0.000035908226,0.0005272056,0.0023155408,0.0005853948,0.0003761503,0.000047004334,0.000038831477],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010255295,0.00030325862,0.11356769,0.000008594657,0.00003393201,0.0000055425207,0.03225483,0.012747972,0.81702304,0.0019228768,0.000015705597,0.02210631],"study_design_scores_gemma":[0.00015749777,0.00014015706,0.007136228,0.000006177002,0.000020155157,0.0000048969505,0.001864637,0.01437496,0.97336787,0.0023394476,0.00048899866,0.000098955265],"about_ca_topic_score_codex":0.00060803164,"about_ca_topic_score_gemma":0.000091352915,"teacher_disagreement_score":0.15634486,"about_ca_system_score_codex":0.00008192545,"about_ca_system_score_gemma":0.0000144970145,"threshold_uncertainty_score":0.85317063},"labels":[],"label_agreement":null},{"id":"W2028341858","doi":"10.2166/wst.2008.007","title":"Bacillus licheniformis proteases as high value added products from fermentation of wastewater sludge: pre-treatment of sludge to increase the performance of the process","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Enzyme Production and Characterization","field":"Biochemistry, Genetics and Molecular Biology","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique","funders":"","keywords":"Bacillus licheniformis; Fermentation; Chemistry; Hydrolysis; Pulp and paper industry; Raw material; Protease; Wastewater; Effluent; Sewage treatment; Food science; Proteases; Sewage sludge; Waste management; Biochemistry; Bacteria; Biology; Enzyme; Organic chemistry","score_opus":0.00719204366727332,"score_gpt":0.23025028106895232,"score_spread":0.223058237401679,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2028341858","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99774665,0.000036654892,0.000017891318,0.0013677479,0.00010204232,0.00067792955,0.000017926279,0.000013046963,0.000020116837],"genre_scores_gemma":[0.9990968,0.00004594536,0.00024549718,0.000045414283,0.000035832953,0.00011187822,0.00003320532,0.000006906839,0.0003785198],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990065,0.000028135712,0.00024829333,0.00032761222,0.00021012058,0.00017935719],"domain_scores_gemma":[0.9989703,0.0000015058977,0.00014623364,0.0005643156,0.00029186285,0.000025749983],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011782604,0.00011292097,0.00013258262,0.000111542286,0.00014588117,0.000005283579,0.00043520913,0.000077323835,0.0000101848855],"category_scores_gemma":[0.00007629789,0.00005691802,0.000028507102,0.00049123005,0.00070680707,0.000021628706,0.00015037756,0.000037853493,0.0000033589408],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009792411,0.00012570743,0.00827071,0.000022315176,0.000010671843,1.774652e-7,0.0010940959,0.00013149151,0.9896374,0.000018604518,0.0000088311845,0.0005821206],"study_design_scores_gemma":[0.00025234654,0.0007295337,0.011326556,0.000014673239,0.000014301473,0.00001754358,0.00012714892,0.000022980274,0.98700833,0.00004713524,0.00036723443,0.00007223082],"about_ca_topic_score_codex":0.000116692056,"about_ca_topic_score_gemma":0.0000043840582,"teacher_disagreement_score":0.0030558459,"about_ca_system_score_codex":0.000022480832,"about_ca_system_score_gemma":0.00014983657,"threshold_uncertainty_score":0.260426},"labels":[],"label_agreement":null},{"id":"W2028892889","doi":"10.2166/wst.2009.761","title":"Performic acid (PFA): tests on an advanced primary effluent show promising disinfection performance","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Treatment and Disinfection","field":"Environmental Science","cited_by":68,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Kemira (Canada); McGill University","funders":"","keywords":"Peracetic acid; Performic acid; Effluent; Disinfectant; Chemistry; Wastewater; Hydrogen peroxide; Pulp and paper industry; Formic acid; Fecal coliform; Environmental science; Environmental engineering; Chromatography; Water quality; Biology; Organic chemistry","score_opus":0.004826557339232938,"score_gpt":0.21631157697622355,"score_spread":0.21148501963699062,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2028892889","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99334514,0.0000067646524,0.00015871022,0.0007204742,0.00022081417,0.00038885587,5.887897e-7,0.00047053295,0.004688109],"genre_scores_gemma":[0.9986113,0.000009034434,0.0009263248,0.00019148942,0.00002608836,0.000031692467,0.00000937355,0.000011319617,0.00018341171],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9978466,0.000018492145,0.00021237973,0.0007677855,0.00042095108,0.0007337628],"domain_scores_gemma":[0.9992365,0.0000035831629,0.000061365114,0.0005605217,0.000019238021,0.00011873931],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003364344,0.0002511212,0.00017901331,0.00043391078,0.0009085482,0.0001330996,0.00046976848,0.00013232249,0.00010770886],"category_scores_gemma":[0.0000146269595,0.0001704764,0.00003879578,0.00091062934,0.0008877923,0.0018033253,0.0001579215,0.00020371511,0.0006212017],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035673642,0.00025388988,0.105617285,0.0000028434504,0.0000011236024,0.0000031999255,0.0002215646,0.0008238076,0.7216003,0.000034220975,0.000005380252,0.1714007],"study_design_scores_gemma":[0.00043292769,0.0019372472,0.21976048,0.00001988898,0.000008793842,0.000054503656,0.00002292324,0.0009109468,0.77510065,0.00089802477,0.0006059524,0.00024769243],"about_ca_topic_score_codex":0.000016045962,"about_ca_topic_score_gemma":0.000014188911,"teacher_disagreement_score":0.171153,"about_ca_system_score_codex":0.00071175746,"about_ca_system_score_gemma":0.000025763855,"threshold_uncertainty_score":0.7984499},"labels":[],"label_agreement":null},{"id":"W2029705687","doi":"10.2166/wst.2006.366","title":"An evaluation of full-scale activated sludge dynamics using microbial fatty acid analysis","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Activated sludge; Sewage treatment; Biomass (ecology); Wastewater; Microbial population biology; Environmental science; Community structure; Settling; Population; Waste management; Dynamics (music); Full scale; Environmental engineering; Pulp and paper industry; Ecology; Biology; Engineering","score_opus":0.011638704673951162,"score_gpt":0.2458077332731539,"score_spread":0.23416902859920272,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2029705687","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9959777,0.0000064917886,0.0033145635,0.00009904553,0.00006332673,0.00019806687,0.000008559372,0.000084201456,0.00024805145],"genre_scores_gemma":[0.9808216,3.7917334e-7,0.0190883,0.000006639975,0.0000097472885,0.0000071399254,0.000038119673,0.0000078591775,0.000020179243],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99808806,0.00005283736,0.000259817,0.0005414791,0.00057615334,0.00048163696],"domain_scores_gemma":[0.99926907,0.0000025194731,0.00009900998,0.0005159276,0.000063956846,0.00004953722],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007250392,0.00015765896,0.00021938182,0.00072334474,0.0002536357,0.000038907216,0.00062243844,0.00013637614,0.00027079167],"category_scores_gemma":[0.0000051083375,0.00011531823,0.00007321743,0.0028776794,0.0013286105,0.00048324183,0.00024653113,0.00008445331,0.000038212216],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010582117,0.00011881668,0.057763588,7.484016e-7,0.000014944731,0.0000017586924,0.00009185177,0.007829751,0.93296415,0.000017256089,0.0000013037909,0.0011852641],"study_design_scores_gemma":[0.0002701159,0.00008340327,0.008865397,0.00000166326,0.00026036674,0.00002001093,0.00009068028,0.07249122,0.9170672,0.0007089484,0.0000062523045,0.00013470708],"about_ca_topic_score_codex":0.0007409234,"about_ca_topic_score_gemma":0.0012494836,"teacher_disagreement_score":0.064661466,"about_ca_system_score_codex":0.0006014071,"about_ca_system_score_gemma":0.000030316716,"threshold_uncertainty_score":0.48953205},"labels":[],"label_agreement":null},{"id":"W2029789666","doi":"10.2166/wst.2007.607","title":"Interaction between control and design of a SHARON reactor: economic considerations in a plant-wide (BSM2) context","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Anammox; Effluent; Context (archaeology); Wastewater; Benchmark (surveying); Sewage treatment; Activated sludge; Environmental engineering; Environmental science; Waste management; Process engineering; Engineering; Nitrogen; Chemistry; Denitrification","score_opus":0.017563999664828675,"score_gpt":0.2326360009100031,"score_spread":0.21507200124517445,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2029789666","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975817,0.000019912095,0.0012473306,0.0005812642,0.00005866199,0.0002861027,0.0000070170463,0.000039152368,0.00017882114],"genre_scores_gemma":[0.99784625,0.0000041604985,0.0020590464,0.00004765663,0.0000076478445,0.000010490868,0.0000024959884,0.000005163551,0.000017083143],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988741,0.000022499691,0.00028755824,0.00033723938,0.00010688609,0.0003716817],"domain_scores_gemma":[0.9995801,0.000102633276,0.00006966692,0.00018391309,0.000006603237,0.00005711684],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064296497,0.000113488386,0.00019261934,0.0004290099,0.00009339864,0.000025842628,0.00018296759,0.00009214577,0.00010656976],"category_scores_gemma":[0.000029420456,0.0000846764,0.00001772413,0.00017747868,0.0009728292,0.00037578822,0.00013011291,0.00010692035,0.00009177335],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003802972,0.000034338183,0.39145115,0.0000015087736,0.0000074525533,0.000021237787,0.00075487344,0.000088325534,0.60476893,0.00019871768,0.000030310406,0.0026051588],"study_design_scores_gemma":[0.00090011075,0.0002273189,0.029089518,0.000012034599,0.000014974012,0.000073792726,0.00040532346,0.0005060186,0.9651164,0.003167674,0.0003460294,0.00014080833],"about_ca_topic_score_codex":0.000425783,"about_ca_topic_score_gemma":0.00056896446,"teacher_disagreement_score":0.3623616,"about_ca_system_score_codex":0.00024196778,"about_ca_system_score_gemma":0.000019562103,"threshold_uncertainty_score":0.35844296},"labels":[],"label_agreement":null},{"id":"W2030040315","doi":"10.2166/wst.2010.268","title":"Effect of daylight on regrowth of bacteria in anaerobically digested sludge","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Reuse","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Daylight; Bacteria; Salmonella; Clostridium perfringens; Coliform bacteria; Food science; Fecal coliform; Pulp and paper industry; Chemistry; Biology; Microbiology; Environmental science; Ecology; Water quality","score_opus":0.0025255160877894005,"score_gpt":0.20905604842385206,"score_spread":0.20653053233606267,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2030040315","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99718547,0.0000015103964,0.000002783695,0.000582859,0.00016578998,0.0002086625,0.0000015539161,0.000043586577,0.001807759],"genre_scores_gemma":[0.9993069,0.000001855684,0.000509889,0.0000097395105,0.000004182306,0.000013857323,0.0000016878364,0.0000065326153,0.00014536563],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987119,0.000029904084,0.0002374567,0.00038408494,0.00024384198,0.00039281073],"domain_scores_gemma":[0.9992807,0.000022557042,0.00006521742,0.00057145033,0.000008989571,0.000051107832],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000533291,0.0001388916,0.00023544842,0.00044966032,0.00005692032,0.000009821043,0.00086382724,0.00015537711,0.00018034776],"category_scores_gemma":[0.000046755504,0.00007582831,0.000033323147,0.0009756225,0.0020929228,0.00018335288,0.00040861516,0.00018532564,0.00011125402],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030151332,0.00008142643,0.12314635,0.000004397987,0.0000013596316,0.000008058498,0.0001588755,0.000006966907,0.87521636,0.00020884523,0.000005756629,0.0011314213],"study_design_scores_gemma":[0.00040809932,0.00096537,0.025723394,0.00001289235,0.0000046831988,0.000007521623,0.000007257393,0.000011995814,0.97234875,0.00023793521,0.00018688747,0.000085209285],"about_ca_topic_score_codex":0.00007281442,"about_ca_topic_score_gemma":0.00010773348,"teacher_disagreement_score":0.09742296,"about_ca_system_score_codex":0.000047199603,"about_ca_system_score_gemma":0.000009695712,"threshold_uncertainty_score":0.7711461},"labels":[],"label_agreement":null},{"id":"W2030252418","doi":"10.2166/wst.2010.877","title":"An assessment of oxygen transfer efficiency in a gas permeable hollow fibre membrane biological reactor","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Environment and Climate Change Canada","funders":"Sustainable Development Technology Canada","keywords":"Aeration; Bubble; Mass transfer; Membrane; Chemistry; Chemical engineering; Oxygen; Nitrogen; Chemical oxygen demand; Venturi effect; Environmental engineering; Inlet; Materials science; Chromatography; Environmental science; Sewage treatment; Organic chemistry","score_opus":0.013508492892182622,"score_gpt":0.2792606293491202,"score_spread":0.26575213645693757,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2030252418","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99377537,0.000004249665,0.00074861967,0.0012205696,0.00015290821,0.000380902,0.0000035650633,0.0003445012,0.003369296],"genre_scores_gemma":[0.99444,0.00001335485,0.0053705396,0.00004945035,0.0000069388857,0.00005961287,0.0000038544827,0.000010054224,0.000046175814],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99736667,0.00003827897,0.00043819714,0.00087084406,0.0004944032,0.00079160224],"domain_scores_gemma":[0.9987879,0.000021071379,0.000053573985,0.0010128178,0.000029847015,0.00009478313],"candidate_categories":["sts","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0011646667,0.00021888758,0.00032260345,0.00073808787,0.00016816393,0.00004076005,0.0020857884,0.00040042357,0.0012118726],"category_scores_gemma":[0.000112734895,0.00014604049,0.000048412163,0.002113119,0.0042468873,0.00058373995,0.00039387756,0.0005543713,0.00010942051],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006121308,0.00019023399,0.03858348,0.0000032397945,9.088139e-7,0.000008468543,0.00025596973,0.00030192008,0.95677584,0.001759344,0.000004127002,0.0021103334],"study_design_scores_gemma":[0.0002977887,0.00044266955,0.019869242,0.00000557621,0.0000028054883,0.00003107469,0.000262612,0.004327509,0.97194386,0.0018654418,0.0007309455,0.00022045366],"about_ca_topic_score_codex":0.00012834287,"about_ca_topic_score_gemma":0.0003044264,"teacher_disagreement_score":0.018714236,"about_ca_system_score_codex":0.00010994191,"about_ca_system_score_gemma":0.000068502966,"threshold_uncertainty_score":0.99970114},"labels":[],"label_agreement":null},{"id":"W2030405362","doi":"10.2166/wst.2009.332","title":"Hydraulic performance of a mature wetland treating milkhouse wastewater and agricultural runoff","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Constructed Wetlands for Wastewater Treatment","field":"Environmental Science","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Guelph; Queen's University","funders":"","keywords":"TRACER; Wetland; Environmental science; Surface runoff; Hydrology (agriculture); Inflow; Vegetation (pathology); Constructed wetland; Outflow; Hydraulics; Wastewater; Sediment; Flow (mathematics); Environmental engineering; Geology; Ecology; Geotechnical engineering; Engineering; Geomorphology","score_opus":0.0033620394725356636,"score_gpt":0.1829976931214781,"score_spread":0.17963565364894243,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2030405362","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969387,0.000027774147,0.0000037884136,0.0012503538,0.00005844748,0.00019713306,0.0000023597256,0.00013356117,0.0013878479],"genre_scores_gemma":[0.99773556,0.000015009009,0.0019085231,0.000042039825,0.000009791876,0.000010293658,0.0000034187046,0.000006525842,0.0002688202],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983021,0.000011483168,0.00025326267,0.0005219013,0.00030702216,0.00060421496],"domain_scores_gemma":[0.9994266,0.000005061509,0.00006901946,0.00038789224,0.00001723,0.000094163894],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015818747,0.00021526561,0.00023062815,0.00028003758,0.00026881532,0.000044564287,0.00050220534,0.00012526453,0.00007643489],"category_scores_gemma":[0.000008606399,0.0001185182,0.00003211776,0.0007829026,0.0013053534,0.00042815413,0.00036228963,0.00014853357,0.000063030566],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015364078,0.00004048925,0.099744685,0.0000050902913,0.0000038265266,0.000008216331,0.0010910166,0.0000837135,0.8867123,0.00002504208,0.000018416133,0.012251832],"study_design_scores_gemma":[0.0004670221,0.00047050678,0.09602977,0.00002527901,0.000016251715,0.00031986393,0.00017342957,0.00028154496,0.9013392,0.0003586393,0.00032062543,0.00019790317],"about_ca_topic_score_codex":0.000053743297,"about_ca_topic_score_gemma":0.00002370422,"teacher_disagreement_score":0.014626851,"about_ca_system_score_codex":0.000111928886,"about_ca_system_score_gemma":0.00000936483,"threshold_uncertainty_score":0.4833032},"labels":[],"label_agreement":null},{"id":"W2031119151","doi":"10.2166/wst.2011.026","title":"Evaluation of a new model for the reduction of excess sludge production by ozonation of return activated sludge: what solids COD fraction is affected?","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Activated sludge model; Activated sludge; Nitrification; Biomass (ecology); Chemistry; Ozone; Effluent; Heterotroph; Pulp and paper industry; Volatile suspended solids; Mixed liquor suspended solids; Environmental engineering; Environmental chemistry; Environmental science; Sewage treatment; Nitrogen; Ecology; Bacteria; Biology","score_opus":0.023197186655503226,"score_gpt":0.2753408181899634,"score_spread":0.2521436315344602,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2031119151","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9935471,0.000037571594,0.0030572384,0.001993716,0.00043954243,0.000861227,0.0000046657783,0.00003863139,0.00002029852],"genre_scores_gemma":[0.99701214,0.000025218385,0.0026631556,0.0000054482507,0.000022623995,0.00006333905,0.000014159079,0.000009093856,0.00018485033],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99823296,0.00003327206,0.00029533278,0.00040813742,0.00078211084,0.00024820436],"domain_scores_gemma":[0.9989811,0.000010541832,0.00028208754,0.00043867048,0.00025629037,0.000031318315],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015100013,0.00012864004,0.00016784786,0.00026290727,0.00017983737,0.000023233497,0.00039987496,0.00017332136,0.00006645046],"category_scores_gemma":[0.00010266037,0.0000820542,0.00005064322,0.00089406274,0.0009986697,0.0012625601,0.000107908425,0.00014187329,0.0000048487495],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039422983,0.00010732338,0.00021653534,0.0000066042858,0.00001231426,2.0871287e-8,0.001103026,0.0009240961,0.9704248,0.000018157587,0.00018930205,0.026958413],"study_design_scores_gemma":[0.00038728063,0.00015183307,0.00026983974,0.000011405095,0.00010174471,0.000010794863,0.0003637485,0.04985197,0.9430932,0.005618299,0.000059125097,0.00008076068],"about_ca_topic_score_codex":0.0001357,"about_ca_topic_score_gemma":0.00003610432,"teacher_disagreement_score":0.048927873,"about_ca_system_score_codex":0.00016176898,"about_ca_system_score_gemma":0.00007473155,"threshold_uncertainty_score":0.36796403},"labels":[],"label_agreement":null},{"id":"W2031891381","doi":"10.2166/wst.2007.590","title":"Comparison of two wavelet-based tools for data mining of urban water networks time series","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Fault Detection and Control Systems","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Canada Research Chairs","keywords":"Wavelet; Data mining; Computer science; Series (stratigraphy); Time series; Context (archaeology); Wavelet transform; Time domain; Process (computing); Field (mathematics); Pattern recognition (psychology); Artificial intelligence; Mathematics; Machine learning; Geography; Geology; Computer vision","score_opus":0.02306420364072317,"score_gpt":0.2792859113478148,"score_spread":0.25622170770709163,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2031891381","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80052096,0.00008377555,0.19776309,0.00016581814,0.00047096174,0.00028955596,0.000009500592,0.00035640894,0.00033994066],"genre_scores_gemma":[0.9951442,4.0569142e-7,0.0047191624,0.000010480245,0.000030587347,0.000013134759,0.000015976959,0.000012327378,0.000053738],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99874115,0.0000062257,0.00040094744,0.00023853598,0.00014450203,0.00046864938],"domain_scores_gemma":[0.999211,0.000030473606,0.000043159514,0.00060157204,0.00007931948,0.00003445166],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00080926006,0.00010998756,0.00029456455,0.00042438702,0.000078805366,0.000027283977,0.0007726945,0.000115650415,0.000012248794],"category_scores_gemma":[0.000033486835,0.00007519667,0.000028266373,0.0003818561,0.00042914902,0.00029071228,0.00012385599,0.00009141421,0.000007961219],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029558916,0.00001946972,0.001197552,0.000037627044,0.000012192245,0.0000011862261,0.0003049619,0.0067169396,0.9681398,0.00011385137,0.00017053867,0.023256317],"study_design_scores_gemma":[0.00024231512,0.00008564952,0.000020759056,0.000013141198,0.0000055907503,0.0000032546639,0.0001201511,0.38025925,0.61560106,0.000018571649,0.0035570129,0.00007327108],"about_ca_topic_score_codex":0.000008331838,"about_ca_topic_score_gemma":0.000019754776,"teacher_disagreement_score":0.3735423,"about_ca_system_score_codex":0.000030527284,"about_ca_system_score_gemma":0.0000122532865,"threshold_uncertainty_score":0.30664313},"labels":[],"label_agreement":null},{"id":"W2032372061","doi":"10.2166/wst.2013.502","title":"Modeling low impact development potential with hydrological response units","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Low-impact development; Watershed; Stormwater management; Stormwater; Surface runoff; Environmental science; Scale (ratio); Unit (ring theory); Computer science; Civil engineering; Hydrology (agriculture); Engineering; Mathematics; Geography; Cartography","score_opus":0.009847924720821778,"score_gpt":0.20237748501687738,"score_spread":0.1925295602960556,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2032372061","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97481513,0.0000036474946,0.022394985,0.0015240452,0.00005556044,0.00033550314,5.051533e-7,0.0003129913,0.0005576477],"genre_scores_gemma":[0.9937556,6.8348754e-7,0.005501107,0.00011874683,0.0000063887205,0.0000944552,0.000002087999,0.000011492208,0.00050946185],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9976339,0.00003627583,0.00022014134,0.00063338364,0.0004952777,0.0009810572],"domain_scores_gemma":[0.99924797,0.0000052622313,0.000032165506,0.0005239697,0.00004352311,0.00014710605],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0005943852,0.00020198361,0.00014543021,0.00049863313,0.0006178326,0.00010380282,0.0011017555,0.000111223235,0.0011435433],"category_scores_gemma":[0.000033193126,0.00011603035,0.000021126449,0.0016834084,0.0017165483,0.0007628361,0.0012034011,0.00020143352,0.0029724718],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018900208,0.00019244445,0.02869432,0.0000030754181,0.00002133707,0.00007905535,0.0014059605,0.23884721,0.7260007,0.00010468098,0.00031558366,0.004146613],"study_design_scores_gemma":[0.0018613497,0.0024070912,0.079011716,0.000044024233,0.000050966337,0.0004995672,0.0009368932,0.61142534,0.29155347,0.004579704,0.0055556283,0.0020742577],"about_ca_topic_score_codex":0.0002016157,"about_ca_topic_score_gemma":0.000027812803,"teacher_disagreement_score":0.43444726,"about_ca_system_score_codex":0.00049705827,"about_ca_system_score_gemma":0.000059366517,"threshold_uncertainty_score":0.99976957},"labels":[],"label_agreement":null},{"id":"W2032472457","doi":"10.2166/wst.2009.034","title":"Automatic numerical solver selection from a repository of pre-run simulations","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Simulation Techniques and Applications","field":"Decision Sciences","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Solver; Correctness; Computer science; Reduction (mathematics); Computation; Mathematical optimization; Selection (genetic algorithm); Computational science; Algorithm; Mathematics; Artificial intelligence","score_opus":0.029327365391195223,"score_gpt":0.35691186230525357,"score_spread":0.32758449691405833,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2032472457","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.877016,0.00001102288,0.11937671,0.0021452068,0.000075891374,0.00023066564,0.0000038672897,0.00041705172,0.00072356086],"genre_scores_gemma":[0.98361236,4.2240592e-7,0.015976124,0.00010336277,0.000023532675,0.000016150892,0.0000020177977,0.0000042998363,0.00026174934],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9976383,0.000034091845,0.0006553596,0.00057015155,0.00080771133,0.0002943817],"domain_scores_gemma":[0.99833786,0.00013651652,0.00019619893,0.00080296537,0.00046133884,0.00006514209],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006032884,0.000110372195,0.00022406723,0.0011008729,0.00044275814,0.00011312954,0.0011620973,0.00014601863,0.00020208026],"category_scores_gemma":[0.00039696554,0.00007427102,0.00006062397,0.0035726961,0.00061284355,0.00043682376,0.00013982288,0.00014196598,0.0000629506],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009692128,0.00021623341,0.014070303,8.8412514e-7,0.0000047967656,0.0000013477887,0.000956792,0.0042523113,0.86381984,0.012266314,0.0002985379,0.10410296],"study_design_scores_gemma":[0.00010717287,0.00015164062,0.017892376,0.0000061851824,0.000007929433,0.000008465398,0.00006615868,0.20977452,0.562474,0.20686905,0.002526984,0.000115530696],"about_ca_topic_score_codex":0.00004218657,"about_ca_topic_score_gemma":0.0000029301893,"teacher_disagreement_score":0.30134585,"about_ca_system_score_codex":0.00006889261,"about_ca_system_score_gemma":0.00008779351,"threshold_uncertainty_score":0.34053823},"labels":[],"label_agreement":null},{"id":"W2032846660","doi":"10.2166/wst.2006.426","title":"Evolution of an ASM2d-like model structure due to operational changes of an SBR process","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Activated sludge; Anoxic waters; Activated sludge model; Enhanced biological phosphorus removal; Process (computing); Phosphorus; Biochemical engineering; Nitrite; Process engineering; Environmental science; Wastewater; Environmental engineering; Sewage treatment; Denitrification; Chemistry; Computer science; Nitrogen; Nitrate; Engineering; Environmental chemistry","score_opus":0.005792305392353848,"score_gpt":0.21792666939108798,"score_spread":0.21213436399873414,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2032846660","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99853337,0.000006979589,0.00067469646,0.00035887075,0.000045079774,0.0001997889,0.000017741171,0.000053578573,0.00010989004],"genre_scores_gemma":[0.97821647,1.5983946e-7,0.021611677,0.000024964123,0.000013966208,0.000014191981,0.0000135064265,0.0000066426965,0.0000984374],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986887,0.0000117171685,0.00016535347,0.00041633865,0.00038190116,0.00033599543],"domain_scores_gemma":[0.9995296,0.0000012964299,0.00004705918,0.00032039758,0.000042615164,0.000059050744],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015256315,0.00012177394,0.00014826452,0.0003174666,0.00014755657,0.00001688088,0.00063898676,0.00010180122,0.00007819336],"category_scores_gemma":[0.0000037698103,0.00008316943,0.000015344147,0.00072154106,0.0008376106,0.00050109817,0.00019563637,0.000057936893,0.000014180256],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000126189025,0.000092099974,0.0036363478,0.0000030518395,0.0000011446565,0.0000031353718,0.0003352425,0.026999682,0.96775895,0.00040876176,0.0000046286646,0.0007443047],"study_design_scores_gemma":[0.00015441775,0.00031001418,0.003039393,0.0000034842772,0.000006318835,0.000039297214,0.00012431217,0.024674056,0.96057945,0.010940339,0.000021600414,0.00010729189],"about_ca_topic_score_codex":0.00030110253,"about_ca_topic_score_gemma":0.00079136196,"teacher_disagreement_score":0.02093698,"about_ca_system_score_codex":0.00012381843,"about_ca_system_score_gemma":0.00003417189,"threshold_uncertainty_score":0.3391551},"labels":[],"label_agreement":null},{"id":"W2033215691","doi":"10.2166/wst.2013.158","title":"Rethinking wastewater characterisation methods for activated sludge systems – a position paper","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"EnviroSim (Canada)","funders":"","keywords":"Scope (computer science); Effluent; Instrumentation (computer programming); Activated sludge; Position (finance); Wastewater; Biochemical engineering; Sewage treatment; Process engineering; Systems engineering; Environmental science; Engineering; Conceptual model; Computer science; Risk analysis (engineering); Waste management; Environmental engineering; Business","score_opus":0.01519531100939498,"score_gpt":0.25940455936539353,"score_spread":0.24420924835599855,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2033215691","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99208957,0.000011698313,0.003016296,0.0029173503,0.0003664557,0.0009968486,0.000001938386,0.00027963327,0.00032018518],"genre_scores_gemma":[0.94251984,0.0000024040723,0.056226645,0.00013033244,0.000030795443,0.0004267843,0.000021031025,0.000019486213,0.0006226665],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9980221,0.000064160944,0.00028701118,0.000629743,0.00024779642,0.0007492214],"domain_scores_gemma":[0.9993122,0.000020073412,0.00008771151,0.00044144437,0.000048322778,0.00009024963],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00072490284,0.00021445283,0.00021398367,0.00035097817,0.0004953221,0.00020250867,0.0005762863,0.00020253607,0.00036025653],"category_scores_gemma":[0.000023074424,0.0001363407,0.000056132518,0.00063285854,0.0006805619,0.001470597,0.00034969437,0.00013169994,0.00073782133],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010297301,0.00003425489,0.0005807541,0.0000053850104,0.0000070384185,0.0000015889759,0.00083713664,0.000020767551,0.99177,0.00014119495,0.000044841097,0.006546726],"study_design_scores_gemma":[0.0002888041,0.0001623869,0.0006552576,0.000011917588,0.000016040889,0.0000624199,0.00014339216,0.0017080037,0.9850318,0.009440361,0.0022721721,0.00020748226],"about_ca_topic_score_codex":0.00019984903,"about_ca_topic_score_gemma":0.0000030029732,"teacher_disagreement_score":0.053210348,"about_ca_system_score_codex":0.0003258693,"about_ca_system_score_gemma":0.000012370829,"threshold_uncertainty_score":0.94834465},"labels":[],"label_agreement":null},{"id":"W2033261489","doi":"10.2166/wst.2011.753","title":"Increased biogas production in a wastewater treatment plant by anaerobic co-digestion of fruit and vegetable waste and sewer sludge – A full scale study","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Anaerobic Digestion and Biogas Production","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Positive Living North; University of Northern British Columbia","funders":"","keywords":"Biogas; Waste management; Anaerobic digestion; Alkalinity; Wastewater; Biodegradable waste; Environmental science; Organic matter; Sewage treatment; Hydraulic retention time; Green waste; Waste treatment; Municipal solid waste; Pulp and paper industry; Methane; Chemistry; Engineering","score_opus":0.011615326792581118,"score_gpt":0.20317763419508297,"score_spread":0.19156230740250185,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2033261489","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99889785,0.0001106586,0.000017433775,0.0001531015,0.0001461302,0.0004291262,0.0000050801805,0.00015948022,0.00008111883],"genre_scores_gemma":[0.9994821,0.00007665946,0.00030023116,0.000003144325,0.00001046417,0.000047210455,0.000007771469,0.000009353841,0.00006306543],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99894404,0.00001847247,0.0002141977,0.00040783448,0.0001133403,0.00030211394],"domain_scores_gemma":[0.99963915,0.0000020164032,0.00003099005,0.00024290504,0.000034110402,0.000050841154],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030992695,0.00015203333,0.00019190456,0.0007354875,0.000083190105,0.000018552666,0.000114849354,0.00009347347,0.00000836631],"category_scores_gemma":[0.000008854448,0.000106865395,0.0000107305805,0.0005012638,0.00046295006,0.00029489284,0.000054081018,0.00008322685,0.0000059114323],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038988866,0.00024845282,0.04253912,0.00000905409,0.000009990201,0.0000044306566,0.0023255209,0.00005071403,0.9537445,0.00014269495,0.000023119599,0.00086346554],"study_design_scores_gemma":[0.00048883655,0.00075039803,0.005194252,0.000018906509,0.000016228269,0.000052068957,0.001070849,0.00013706907,0.9916875,0.00013129701,0.00031793813,0.00013469798],"about_ca_topic_score_codex":0.00025963507,"about_ca_topic_score_gemma":0.00016615221,"teacher_disagreement_score":0.03794301,"about_ca_system_score_codex":0.00008630615,"about_ca_system_score_gemma":0.000013400428,"threshold_uncertainty_score":0.43578443},"labels":[],"label_agreement":null},{"id":"W2033320077","doi":"10.2166/wst.2009.592","title":"Modelling using rRNA-structured biomass models","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University; Université Laval","funders":"Canada Research Chairs","keywords":"Biomass (ecology); Biochemical engineering; Biological system; Activated sludge; Function (biology); Flux (metallurgy); Autocatalysis; Process (computing); Substrate (aquarium); Component (thermodynamics); Lag; Process engineering; Environmental science; Computational biology; Computer science; Chemistry; Biology; Ecology; Engineering; Environmental engineering; Cell biology; Biochemistry; Sewage treatment; Thermodynamics; Physics","score_opus":0.021013507993219795,"score_gpt":0.2268009857100691,"score_spread":0.2057874777168493,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2033320077","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9717099,0.000028135295,0.025667947,0.0005907852,0.0000885884,0.00015039567,0.0000011196612,0.00022832859,0.0015348009],"genre_scores_gemma":[0.93642515,0.0000020799248,0.06330703,0.00005640921,0.000015484333,0.0000029378702,0.0000014656914,0.000008510394,0.00018094345],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9980017,0.00001089218,0.00019891774,0.00060684513,0.0003787154,0.0008029226],"domain_scores_gemma":[0.9993755,0.0000019899426,0.000042134343,0.00046212997,0.0000150124015,0.00010319499],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002067674,0.00019885543,0.00016962878,0.00040893612,0.00044057125,0.00007157331,0.00083922624,0.00013820457,0.00016939123],"category_scores_gemma":[0.0000024632222,0.00013267873,0.00004838601,0.0011232471,0.0010083518,0.0007107837,0.00031238803,0.00012539279,0.00028117225],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000065228874,0.000030075673,0.00035063174,5.9127063e-7,0.00000232791,0.000024064118,0.0002635038,0.09995377,0.8969903,0.0003462366,0.000006934592,0.0020250278],"study_design_scores_gemma":[0.00015216877,0.000064932276,0.000015892902,0.0000030001659,0.000008696377,0.00008562807,0.000033674107,0.2846477,0.65971005,0.05491052,0.00021199309,0.00015572827],"about_ca_topic_score_codex":0.00011807991,"about_ca_topic_score_gemma":0.000004802422,"teacher_disagreement_score":0.23728025,"about_ca_system_score_codex":0.00024189481,"about_ca_system_score_gemma":0.00001692547,"threshold_uncertainty_score":0.54104817},"labels":[],"label_agreement":null},{"id":"W2034236214","doi":"10.2166/wst.2010.111","title":"Effects of powdered activated carbon dosing on sludge characteristics and estrogen removal in membrane bioreactors","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Chemistry; Membrane bioreactor; Extracellular polymeric substance; Membrane fouling; Powdered activated carbon treatment; Dosing; Chromatography; Bioreactor; Filtration (mathematics); Activated sludge; Membrane; Fouling; Activated carbon; Sewage treatment; Biochemistry; Environmental engineering; Organic chemistry; Biology; Bacteria; Environmental science; Adsorption","score_opus":0.005463239375898491,"score_gpt":0.217664873430579,"score_spread":0.2122016340546805,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2034236214","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99808747,0.00000468055,0.000006187696,0.0005373195,0.00017671501,0.00028283318,0.000001154321,0.00020318819,0.00070045947],"genre_scores_gemma":[0.99911237,0.000009684122,0.0007958937,0.00002826119,0.000005107675,0.000014940445,0.000001275684,0.000010301833,0.000022158732],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984479,0.000018657744,0.00026104733,0.0005178519,0.0002863962,0.0004681476],"domain_scores_gemma":[0.9993274,0.000039433475,0.000103666454,0.00046129164,0.00001380445,0.00005437346],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034639786,0.00017248876,0.00024341122,0.00072826,0.0000961333,0.000025584912,0.0006377963,0.0002661487,0.000023503033],"category_scores_gemma":[0.0003197354,0.00012810942,0.000017409457,0.0012239823,0.0025215207,0.00020557649,0.00044038572,0.00039636125,0.000019104837],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014565061,0.000049136434,0.019850861,0.000009774821,0.0000013300416,0.000022239716,0.00018914585,0.0000035811277,0.9736687,0.00035808864,6.7834975e-7,0.005831881],"study_design_scores_gemma":[0.0002656426,0.00013168131,0.015925363,0.000015151367,0.0000041755497,0.00003757839,0.000044170785,0.00022493281,0.9824388,0.0005694036,0.00019836164,0.00014470641],"about_ca_topic_score_codex":0.00014088019,"about_ca_topic_score_gemma":0.000029881921,"teacher_disagreement_score":0.008770114,"about_ca_system_score_codex":0.00007968891,"about_ca_system_score_gemma":0.00001846308,"threshold_uncertainty_score":0.92906487},"labels":[],"label_agreement":null},{"id":"W2034348721","doi":"10.2166/wst.2010.068","title":"Cellular biopolymers and molecular structure of a secondary pulp and paper mill sludge verified by spectroscopy and chemical extraction techniques","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Biofuel production and bioconversion","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Lignin; Cellulose; Pulp (tooth); Chemistry; Extraction (chemistry); Extracellular polymeric substance; Paper mill; Pulp and paper industry; Pulp mill; Polysaccharide; Chemical composition; Chromatography; Chemical engineering; Waste management; Organic chemistry","score_opus":0.0018994149552125175,"score_gpt":0.18678712780474122,"score_spread":0.1848877128495287,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2034348721","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981107,0.00042222015,0.00028914257,0.0007033026,0.00013630292,0.00009296861,0.0000054757725,0.00016143813,0.000078425284],"genre_scores_gemma":[0.9959775,0.000089309084,0.0038645403,0.00004116737,0.000009755593,0.0000020450168,0.0000027738602,0.0000070595133,0.0000058171577],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993797,0.0000031865684,0.00009534517,0.00026471773,0.00007386522,0.00018319057],"domain_scores_gemma":[0.9997583,0.0000016789947,0.000016401065,0.00015825321,0.000019128189,0.000046213758],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000074459786,0.00009969582,0.00010140287,0.0002223691,0.00005537073,0.000020859736,0.00010429849,0.00022417906,0.000030163463],"category_scores_gemma":[0.000005849691,0.00007631141,0.000008267736,0.00018507615,0.0010898184,0.00017459008,0.00007557718,0.0002755562,4.806171e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000036439517,0.0000039238653,0.00007737336,0.00003003597,0.000002158807,0.000001167212,0.000060967603,2.9478084e-8,0.99583316,0.000061646315,0.000033661894,0.0038922175],"study_design_scores_gemma":[0.000095226205,0.000040736188,0.000025727015,0.0000027929173,0.0000050079984,0.00006392231,0.00007687627,0.000071103146,0.9947106,0.00052372325,0.004285331,0.00009892339],"about_ca_topic_score_codex":0.000007382434,"about_ca_topic_score_gemma":7.769182e-7,"teacher_disagreement_score":0.004251669,"about_ca_system_score_codex":0.000009897669,"about_ca_system_score_gemma":0.000007008861,"threshold_uncertainty_score":0.40154815},"labels":[{"model":"gemma","categories":[],"domain":null,"study_design":"bench_or_experimental","genre":"empirical","about_ca_system":false,"about_ca_topic":false,"confidence":"low"},{"model":"gpt","categories":[],"domain":null,"study_design":"bench_or_experimental","genre":"empirical","about_ca_system":false,"about_ca_topic":false,"confidence":"high"}],"label_agreement":"agree"},{"id":"W2035020749","doi":"10.2166/wst.2013.327","title":"A benchmark simulation to verify an inhibition model on decay stage for nitrification","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydromantis Environmental Software Solutions (Canada)","funders":"Japan Society for the Promotion of Science","keywords":"Nitrification; Nitrite; Nitrifying bacteria; Activated sludge; Wastewater; Environmental engineering; Chemistry; Sequencing batch reactor; Ammonium; Environmental science; Pulp and paper industry; Environmental chemistry; Engineering; Nitrogen; Nitrate; Organic chemistry","score_opus":0.01807319904606423,"score_gpt":0.2616036525279822,"score_spread":0.24353045348191796,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2035020749","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98052365,9.713854e-7,0.016973246,0.00096605,0.0000491314,0.00084374094,0.000005160805,0.00014090276,0.0004971353],"genre_scores_gemma":[0.97727007,3.7677668e-7,0.02184154,0.0001721866,0.000011797239,0.00024404394,0.000021718028,0.000010295202,0.0004279685],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985608,0.000011105432,0.00016593748,0.0005435259,0.00026318352,0.0004554639],"domain_scores_gemma":[0.9994034,0.00000856921,0.000036451278,0.00040471528,0.000035706194,0.000111143665],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0002442027,0.0001352736,0.00009824393,0.00036089856,0.00032923408,0.00007789447,0.0003371048,0.000108413056,0.00018325087],"category_scores_gemma":[0.000015046683,0.000096398515,0.000026274789,0.0005914715,0.00032129366,0.0007540786,0.00013089547,0.00006515268,0.0008690209],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001773032,0.00008035388,0.00067307864,0.0000012651028,9.906441e-7,5.583964e-7,0.00033412004,0.07991477,0.9134912,0.0004988819,0.00003465514,0.0049523846],"study_design_scores_gemma":[0.0002216272,0.0003690523,0.0005819379,0.0000032029427,0.0000040940495,0.0000013181491,0.00007264999,0.16858311,0.82457787,0.004983477,0.00046486736,0.00013683028],"about_ca_topic_score_codex":0.000055225097,"about_ca_topic_score_gemma":0.000017535698,"teacher_disagreement_score":0.08891337,"about_ca_system_score_codex":0.00023139204,"about_ca_system_score_gemma":0.000012096033,"threshold_uncertainty_score":0.9999089},"labels":[],"label_agreement":null},{"id":"W2035056827","doi":"10.2166/wst.2010.980","title":"Anaerobic treatability and biogas production potential of selected in-mill streams","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Renewable energy and sustainable power systems","field":"Energy","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"STREAMS; Biogas; Anaerobic exercise; Biogas production; Waste management; Mill; Anaerobic digestion; Environmental science; Production (economics); Environmental engineering; Engineering; Methane; Chemistry; Computer science; Biology","score_opus":0.0030443527246790127,"score_gpt":0.2007673484992295,"score_spread":0.1977229957745505,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2035056827","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99782014,0.000040185383,0.000060620587,0.00070747064,0.0005544548,0.00012785642,6.9494894e-7,0.00012889407,0.00055966264],"genre_scores_gemma":[0.99914676,0.000008898533,0.00037720124,0.0000035652354,0.00003074257,0.000021321084,0.0000031363566,0.0000070752253,0.00040127078],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99854916,0.000029586989,0.00026745192,0.0005235485,0.00015944097,0.0004708054],"domain_scores_gemma":[0.999124,0.000004836045,0.00005523508,0.0005407429,0.00022764248,0.000047538902],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00055452384,0.00012521222,0.00021053379,0.0009879476,0.00020667598,0.00001879729,0.00037094828,0.00021147162,0.000024624942],"category_scores_gemma":[0.00017134806,0.00008910501,0.00001811758,0.0020690712,0.0013370924,0.0002794386,0.00021609766,0.00019636685,0.0000025202623],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016690074,0.000080083744,0.014505416,0.000011069455,0.0000036078973,0.0000074680624,0.0002959619,0.00096922996,0.9666312,0.009306776,0.0000039475403,0.008168565],"study_design_scores_gemma":[0.00022728178,0.00015879214,0.0038054304,0.000006438554,0.000005118419,0.000061935156,0.0003948551,0.0002946424,0.9852434,0.007849856,0.0018303446,0.0001219185],"about_ca_topic_score_codex":0.0035145516,"about_ca_topic_score_gemma":0.0037411237,"teacher_disagreement_score":0.018612204,"about_ca_system_score_codex":0.00004977568,"about_ca_system_score_gemma":0.00009685165,"threshold_uncertainty_score":0.5312974},"labels":[],"label_agreement":null},{"id":"W2035368556","doi":"10.2166/wst.2014.525","title":"Effect of sensor location on controller performance in a wastewater treatment plant","year":2014,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"European Commission","keywords":"Setpoint; Aeration; Controller (irrigation); Effluent; Bioreactor; Environmental science; Environmental engineering; Wastewater; Sewage treatment; Control theory (sociology); Process engineering; Mixing (physics); Engineering; Computer science; Waste management; Chemistry; Control (management); Biology","score_opus":0.004815584754612435,"score_gpt":0.2012974617779577,"score_spread":0.19648187702334527,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2035368556","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985235,0.000004010643,0.00000961219,0.0002697375,0.00006738976,0.00034334723,0.0000011118825,0.000051212137,0.0007301061],"genre_scores_gemma":[0.9993705,0.000003939529,0.0002835388,0.000017781345,0.000008617477,0.000057725993,0.0000028059324,0.0000074977893,0.00024757523],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99859387,0.00005434904,0.00020750826,0.00041534143,0.00025195233,0.00047696676],"domain_scores_gemma":[0.99954873,0.000024492227,0.000046077956,0.00032634794,0.0000071917925,0.00004717763],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005221849,0.00018108044,0.00025503078,0.0004013813,0.00010231128,0.000013765598,0.00032731867,0.00008624178,0.000052479143],"category_scores_gemma":[0.000014166149,0.000094603536,0.00003274378,0.00056285074,0.0007197231,0.00015026104,0.00011891503,0.0000679659,0.0005017225],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028839376,0.00016990639,0.13189568,0.000011159755,0.000006705887,0.000008613461,0.00047203223,0.002191475,0.84965557,0.00007040565,0.000003866776,0.015226215],"study_design_scores_gemma":[0.0013931058,0.003200111,0.0037170756,0.000017557526,0.0000100298275,0.00002042291,0.000016490001,0.0055301837,0.9853998,0.0000616532,0.000523923,0.00010963843],"about_ca_topic_score_codex":0.00006638589,"about_ca_topic_score_gemma":0.000017043447,"teacher_disagreement_score":0.13574426,"about_ca_system_score_codex":0.00025915407,"about_ca_system_score_gemma":0.0000068195527,"threshold_uncertainty_score":0.6448795},"labels":[],"label_agreement":null},{"id":"W2035588935","doi":"10.2166/wst.2013.533","title":"Desalination of oil sands process-affected water and basal depressurization water in Fort McMurray, Alberta, Canada: application of electrodialysis","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane-based Ion Separation Techniques","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Alberta","funders":"","keywords":"Oil sands; Desalination; Environmental science; Electrodialysis; Groundwater; Turbidity; Cabin pressurization; Waste management; Environmental engineering; Asphalt; Engineering; Geology; Geotechnical engineering; Chemistry","score_opus":0.002362216502474903,"score_gpt":0.1950664404505416,"score_spread":0.19270422394806672,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2035588935","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.985099,0.000015191062,0.013882727,0.00035835768,0.000029920993,0.00024371536,0.0000012639698,0.0001336887,0.00023610647],"genre_scores_gemma":[0.99917257,0.00001223554,0.00047093225,0.000018111195,0.000005314691,0.00023339226,0.00004361925,0.000013118672,0.000030688967],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987623,0.000016305998,0.00037912946,0.0002670151,0.0002358661,0.00033937494],"domain_scores_gemma":[0.99940753,0.000009927212,0.000041772513,0.0002638242,0.00024332524,0.000033647488],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028648216,0.0001267838,0.00021844845,0.00089760165,0.000049803606,0.000016897478,0.00027234375,0.00014204843,0.00002842503],"category_scores_gemma":[0.000024726933,0.00008359368,0.0000134371685,0.0006727695,0.00022346749,0.00038581144,0.000048136317,0.00009736176,0.0000034911436],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000030887763,0.000014147807,0.0029471212,0.00008335226,0.000004071486,1.7539078e-7,0.0003279967,0.0015978597,0.99210423,0.00007925816,0.00001126641,0.0028274562],"study_design_scores_gemma":[0.00015973246,0.000032493866,0.000707647,0.000009251658,0.000007819148,0.0000022062534,0.000021625896,0.031411108,0.966475,0.00095568685,0.00010687692,0.00011054249],"about_ca_topic_score_codex":0.020845281,"about_ca_topic_score_gemma":0.027879767,"teacher_disagreement_score":0.029813247,"about_ca_system_score_codex":0.00009381846,"about_ca_system_score_gemma":0.000050258983,"threshold_uncertainty_score":0.98985887},"labels":[],"label_agreement":null},{"id":"W2036133458","doi":"10.2166/wst.2009.419","title":"Kinetic analysis of attached growth nitrification in cold climates","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":42,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; McGill University","funders":"","keywords":"Nitrification; Ammonia; Chemistry; Aeration; Animal science; Environmental chemistry; Filtration (mathematics); Environmental engineering; Nitrogen; Environmental science; Biochemistry; Biology; Organic chemistry","score_opus":0.008025320149750546,"score_gpt":0.23113366093187182,"score_spread":0.22310834078212127,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2036133458","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980113,0.000016242426,0.00008205984,0.0010688604,0.000017868048,0.00012463258,0.0000012255765,0.000056292218,0.0006215079],"genre_scores_gemma":[0.9969872,0.000006483012,0.002901496,0.00003656417,0.0000020315513,0.000008142392,0.000004717627,0.000002721898,0.000050625815],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987393,0.000014927148,0.00023848584,0.00037613127,0.0002421571,0.00038901836],"domain_scores_gemma":[0.9995592,0.0000061652772,0.00005478141,0.0003246193,0.000016236563,0.000038951377],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030488078,0.00010389748,0.00020623821,0.0012146893,0.00007277623,0.000016626182,0.00054840965,0.00007896265,0.00012238331],"category_scores_gemma":[0.000015324771,0.0000720192,0.000046714045,0.0048274635,0.00073338643,0.0002007149,0.000114025825,0.00006735972,0.00009439086],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004606915,0.00008064175,0.23292914,5.8685697e-7,0.000006108669,0.0000038375238,0.0001666327,0.0001527036,0.76575565,0.00047635057,0.0000024529188,0.00042127902],"study_design_scores_gemma":[0.00015664214,0.000104940125,0.13553268,0.00000203624,0.000058064423,0.0000024257217,0.000049087103,0.0010970865,0.8612659,0.0016146081,0.000034990873,0.000081521226],"about_ca_topic_score_codex":0.000119843404,"about_ca_topic_score_gemma":0.00004973069,"teacher_disagreement_score":0.09739647,"about_ca_system_score_codex":0.00012889165,"about_ca_system_score_gemma":0.0000064001956,"threshold_uncertainty_score":0.29368576},"labels":[],"label_agreement":null},{"id":"W2036431852","doi":"10.2166/wst.2013.397","title":"Modelling and monitoring of integrated urban wastewater systems: review on status and perspectives","year":2013,"lang":"en","type":"review","venue":"Water Science & Technology","topic":"Water Systems and Optimization","field":"Engineering","cited_by":77,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; Stantec (Canada)","funders":"Ministerio de Ciencia y Tecnología; Canada Research Chairs","keywords":"Interfacing; Systems engineering; Computer science; Field (mathematics); Software; Risk analysis (engineering); Engineering; Business","score_opus":0.03226480959025829,"score_gpt":0.24901553056324513,"score_spread":0.21675072097298684,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2036431852","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0012021089,0.99644446,0.00089906616,0.000012183368,0.00034472,0.0007646198,0.000007388182,0.00021498189,0.00011048527],"genre_scores_gemma":[0.011736435,0.98732793,0.0006019756,5.7818085e-7,0.00003174562,0.00013312927,0.0000051663083,0.000038006765,0.0001250002],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9983465,0.000031331205,0.00052512286,0.0004706451,0.00017376091,0.00045261887],"domain_scores_gemma":[0.9992873,0.000010828737,0.00009836457,0.00039928226,0.00013015984,0.00007408314],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030172546,0.00034491328,0.0010927368,0.0010393686,0.000082155755,0.00009239738,0.00030954837,0.0002603369,0.0000026615223],"category_scores_gemma":[0.000013351652,0.00020151475,0.00004510968,0.0006628448,0.0003711639,0.00023767962,0.00013447332,0.0002934664,0.000010244557],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000051515112,0.000097348384,0.00029762837,0.41090837,0.00045534782,0.000032908603,0.008488688,0.086770125,0.00060457434,0.0038213634,0.0004751387,0.48804334],"study_design_scores_gemma":[0.000261324,0.0003092536,7.6951767e-7,0.20460136,0.00047124145,0.00019115958,0.0018710367,0.045572024,0.0032145993,0.00007548863,0.7419474,0.0014843555],"about_ca_topic_score_codex":0.00004553857,"about_ca_topic_score_gemma":3.609786e-7,"teacher_disagreement_score":0.74147224,"about_ca_system_score_codex":0.00016024991,"about_ca_system_score_gemma":0.000033893615,"threshold_uncertainty_score":0.8217533},"labels":[],"label_agreement":null},{"id":"W2037534848","doi":"10.2166/wst.2013.730","title":"Microsensor determination of multiple microbial processes in an oxygen-based membrane aerated biofilm","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Analytical Chemistry and Sensors","field":"Chemical Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Anoxic waters; Biofilm; Aeration; Sulfate; Nitrification; Denitrification; Chemistry; Oxygen; Reduction potential; Nitrogen; Redox; Membrane; Environmental chemistry; Environmental engineering; Inorganic chemistry; Environmental science; Biochemistry; Bacteria; Organic chemistry; Biology","score_opus":0.009888668401791393,"score_gpt":0.2255594925886426,"score_spread":0.2156708241868512,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2037534848","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981956,0.0000065234085,0.000908243,0.00054745795,0.000028429684,0.00012629386,0.0000032297792,0.00013813912,0.00004611393],"genre_scores_gemma":[0.99648255,7.0659854e-7,0.0033607113,0.000042565236,0.000009589111,0.000016722557,0.000008940305,0.000009177444,0.00006900817],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99883544,0.0000065397603,0.00027107185,0.00034732468,0.00012690037,0.00041273332],"domain_scores_gemma":[0.99936557,0.000025706337,0.000041303992,0.0002555982,0.00024887163,0.00006294081],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010480329,0.00012709743,0.00018414068,0.00039434346,0.000054489043,0.0000261847,0.000470075,0.0001966894,0.00006744313],"category_scores_gemma":[0.00030092843,0.00009738978,0.00002112124,0.0011665942,0.0007057755,0.00023384341,0.000059827384,0.00016486348,0.000031664087],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009885173,0.00006800311,0.001032991,0.000067700974,6.527418e-7,0.0000032245914,0.000093549614,0.00035766332,0.99805033,0.000006548566,9.627096e-7,0.00030846338],"study_design_scores_gemma":[0.00029417174,0.000042898162,0.00007227438,0.000018846431,0.000002920919,0.00000530211,0.000056028297,0.0851541,0.91414124,0.000047578615,0.00003822877,0.00012642307],"about_ca_topic_score_codex":0.000044932905,"about_ca_topic_score_gemma":0.000020868358,"teacher_disagreement_score":0.084796436,"about_ca_system_score_codex":0.000052143438,"about_ca_system_score_gemma":0.000041687075,"threshold_uncertainty_score":0.397144},"labels":[],"label_agreement":null},{"id":"W2038218421","doi":"10.2166/wst.2006.303","title":"Geostatistical mapping of precipitation: implications for rain gauge network design","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Precipitation Measurement and Analysis","field":"Earth and Planetary Sciences","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Alberta","funders":"","keywords":"Rain gauge; Precipitation; Gauge (firearms); Environmental science; Hydrology (agriculture); Meteorology; Engineering; Geography; Geotechnical engineering","score_opus":0.03255339071182364,"score_gpt":0.2440599875920281,"score_spread":0.21150659688020446,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2038218421","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06757368,0.00013216151,0.9271622,0.0034734004,0.0001332712,0.00033855226,0.000042079988,0.00009358386,0.0010510685],"genre_scores_gemma":[0.8826852,0.0000031754946,0.117053844,0.000040709383,0.00004695317,0.000013725649,0.00006413196,0.0000017215463,0.00009055264],"study_design_codex":"observational","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9988252,0.000028828395,0.0002826238,0.00028252066,0.0001781062,0.00040275228],"domain_scores_gemma":[0.99935526,0.00011490174,0.00007799427,0.00020160283,0.00021084165,0.000039402494],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010209888,0.00008285423,0.00014162748,0.0004638384,0.00035977238,0.000040809227,0.0004167106,0.000060505765,0.00013661146],"category_scores_gemma":[0.00011085776,0.00006137172,0.000036723377,0.0013039059,0.0005925468,0.000196123,0.00001640758,0.000051930234,0.00003243082],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004746209,0.00007458361,0.63651794,0.000038262093,0.00003334377,0.0000015230207,0.00050129305,0.08765494,0.079108916,0.09833706,0.0039475616,0.09373709],"study_design_scores_gemma":[0.00044600765,0.00023498277,0.30893928,0.000021982289,0.00004456118,0.000007552517,0.00017010167,0.03755497,0.025624549,0.62263286,0.0040167696,0.00030640562],"about_ca_topic_score_codex":0.00008155965,"about_ca_topic_score_gemma":0.00015416942,"teacher_disagreement_score":0.8151115,"about_ca_system_score_codex":0.000008046065,"about_ca_system_score_gemma":0.00006359078,"threshold_uncertainty_score":0.27671146},"labels":[],"label_agreement":null},{"id":"W2039239174","doi":"10.2166/wst.2006.308","title":"Water quality monitoring: the basis for watershed management in the Oldman River Basin, Canada","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Soil and Water Nutrient Dynamics","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Agriculture Food and Rural Development; Alberta Environment and Protected Areas","funders":"","keywords":"Tributary; Water quality; Watershed; Hydrology (agriculture); Recreation; Surface runoff; Water resource management; Structural basin; Drainage basin; Environmental science; Water resources; Agriculture; Geography; Watershed management; Water supply; Irrigation; Cryptosporidium; Ecology; Environmental engineering; Cartography; Engineering; Geology","score_opus":0.009906067497325506,"score_gpt":0.22368320158977953,"score_spread":0.21377713409245402,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2039239174","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98196316,0.000005059973,0.00022945023,0.015398953,0.00032688183,0.0005021536,0.00000364291,0.000056307035,0.0015144066],"genre_scores_gemma":[0.9983026,0.0000036431138,0.00054845563,0.0003664487,0.00003222374,0.0001821127,0.0000057349775,0.000009124286,0.00054967374],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99761105,0.00005002815,0.00029822843,0.0005382662,0.0005580454,0.000944415],"domain_scores_gemma":[0.99917877,0.000025432584,0.000035629906,0.0007088803,0.000017178565,0.000034097033],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012772232,0.00018019787,0.00014324956,0.0001546916,0.0005970807,0.00008311875,0.0018712158,0.00007269436,0.000020975147],"category_scores_gemma":[0.000009250708,0.00007441679,0.000042560274,0.00065110915,0.0014716306,0.00020992394,0.0006206509,0.00015491078,0.00005634626],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028324668,0.00014603992,0.9782641,0.000014688788,0.000008641629,0.000042280342,0.0027522622,0.0011959744,0.009706986,0.0022924233,0.0014556512,0.0040926384],"study_design_scores_gemma":[0.0009935381,0.00011523822,0.31010064,0.000014941263,0.000037422407,0.000026960355,0.00343778,0.0008209391,0.48123097,0.085293055,0.117239326,0.0006892012],"about_ca_topic_score_codex":0.1485824,"about_ca_topic_score_gemma":0.020317692,"teacher_disagreement_score":0.6681635,"about_ca_system_score_codex":0.0004652801,"about_ca_system_score_gemma":0.000014732753,"threshold_uncertainty_score":0.99755895},"labels":[],"label_agreement":null},{"id":"W2039325534","doi":"10.2166/wst.2008.658","title":"Removal of ibuprofen from wastewater: comparing biodegradation in conventional, membrane bioreactor, and biological nutrient removal treatment systems","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Pharmaceutical and Antibiotic Environmental Impacts","field":"Environmental Science","cited_by":47,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Guelph","funders":"","keywords":"Biodegradation; Membrane bioreactor; Wastewater; Aeration; Bioreactor; Sewage treatment; Ibuprofen; Nutrient; Chemistry; Environmental science; Environmental engineering; Pulp and paper industry; Waste management; Environmental chemistry; Biology; Engineering","score_opus":0.0491213629934563,"score_gpt":0.2644401718132307,"score_spread":0.21531880881977442,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2039325534","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985214,0.00015376335,0.000058791033,0.00040935504,0.00011226338,0.00024398166,0.000011053329,0.000045474488,0.0004439293],"genre_scores_gemma":[0.9987158,0.00027463978,0.0008787622,0.00001908588,0.0000089283785,0.0000058334185,0.00001739013,0.0000048938923,0.00007465379],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99844897,0.000036741458,0.00032015823,0.00049416657,0.00027263293,0.0004273543],"domain_scores_gemma":[0.999564,0.000017334018,0.00006915086,0.00023248374,0.00000493513,0.00011212882],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00022763052,0.00016152338,0.00027580807,0.00020835346,0.00015028192,0.000015263398,0.0003106949,0.00011453413,0.000081808816],"category_scores_gemma":[0.000015466552,0.00009966503,0.000029546707,0.00043367324,0.0029910817,0.00024265284,0.00039181317,0.000101713325,0.00007620272],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022559985,0.00021134873,0.17094193,0.0000030989197,0.0000037965253,0.00012766753,0.00018072088,0.00004916559,0.8277341,0.00019670794,0.000002372121,0.00052652165],"study_design_scores_gemma":[0.0008481889,0.00022823975,0.044497937,0.00003033469,0.000007660185,0.0006190873,0.00017930302,0.0022519617,0.94902945,0.00044941832,0.0016913116,0.0001671368],"about_ca_topic_score_codex":0.0008405826,"about_ca_topic_score_gemma":0.000014552372,"teacher_disagreement_score":0.126444,"about_ca_system_score_codex":0.00024951433,"about_ca_system_score_gemma":0.000010361585,"threshold_uncertainty_score":0.9997222},"labels":[],"label_agreement":null},{"id":"W2039421645","doi":"10.2166/wst.2008.004","title":"Production of thermostable protease enzyme in wastewater sludge using thermophilic bacterial strains isolated from sludge","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Enzyme Production and Characterization","field":"Biochemistry, Genetics and Molecular Biology","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Thermophile; Wastewater; Protease; Pulp and paper industry; Sewage sludge; Chemistry; Waste management; Environmental science; Sewage treatment; Enzyme; Microbiology; Environmental engineering; Biology; Biochemistry; Engineering","score_opus":0.016415943084969267,"score_gpt":0.23181106894453224,"score_spread":0.21539512585956297,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2039421645","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980964,0.00004069109,0.00036618812,0.0007212497,0.0003674579,0.00032301815,0.000008305264,0.00004017446,0.00003652751],"genre_scores_gemma":[0.9991506,0.000025140576,0.0004205249,0.000027772032,0.00011370081,0.000022301996,0.000066867,0.00001579302,0.00015729998],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99864113,0.000041652456,0.000279616,0.00056369725,0.00013447784,0.0003394491],"domain_scores_gemma":[0.99926645,7.1918447e-7,0.000092675844,0.00047395396,0.00012926904,0.000036960813],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022451115,0.00014196205,0.00015724526,0.00034586902,0.00015792322,0.000013845919,0.00032519616,0.00019333672,0.000033931196],"category_scores_gemma":[0.000052042975,0.00011204669,0.000029218258,0.00054851593,0.0007123536,0.000040930365,0.00016917523,0.00011175537,0.000005954668],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000610651,0.00009369269,0.0014983913,0.000005020558,0.0000052483883,0.0000028807754,0.00039471424,0.00006605196,0.9975828,0.000017340102,0.0000074830996,0.00026532548],"study_design_scores_gemma":[0.00032595504,0.0001234527,0.0013762128,0.000010438918,0.0000036717836,0.000049396847,0.000102424056,0.0001266861,0.99703085,0.00012966454,0.0005783593,0.00014291315],"about_ca_topic_score_codex":0.00007719891,"about_ca_topic_score_gemma":0.0000126263485,"teacher_disagreement_score":0.0010542119,"about_ca_system_score_codex":0.00003074474,"about_ca_system_score_gemma":0.00015643134,"threshold_uncertainty_score":0.45691314},"labels":[],"label_agreement":null},{"id":"W2039611291","doi":"10.2166/wst.2011.346","title":"Residence time and contact volume in sloped compost and compost/vegetated filter beds","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Compost; Residence time (fluid dynamics); Volume (thermodynamics); Volumetric flow rate; Environmental science; Hydrology (agriculture); Flow (mathematics); Environmental engineering; Effluent; Surface runoff; Filter (signal processing); Chemistry; Soil science; Geology; Geotechnical engineering; Waste management; Ecology; Mechanics; Engineering","score_opus":0.011969551977292893,"score_gpt":0.19469911253152944,"score_spread":0.18272956055423656,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2039611291","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9923689,0.000031323256,0.00018413091,0.0012880395,0.000059418137,0.00029535615,0.0000028621898,0.00015786962,0.005612109],"genre_scores_gemma":[0.99612933,0.000010909175,0.0024135173,0.00016802987,0.0000030991546,0.000020140382,0.0000024663811,0.000009455131,0.0012430205],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99820113,0.000032393436,0.00024898731,0.0006420292,0.00023137796,0.0006440981],"domain_scores_gemma":[0.9993969,0.000009227897,0.00004886095,0.00043009894,0.000014075258,0.000100806385],"candidate_categories":["sts","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0004778023,0.0001734799,0.00019672609,0.00051446445,0.0002799134,0.000054656037,0.00069158495,0.0001000287,0.0005838722],"category_scores_gemma":[0.000020587551,0.0001358704,0.000013233477,0.00084307,0.00297817,0.00075845333,0.0015043205,0.0001868247,0.00086705567],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022373206,0.00008254805,0.57795644,0.000005331332,0.000004610795,0.00006733788,0.0026276545,0.0000120576215,0.41717556,0.00043432202,0.00042145627,0.0011903116],"study_design_scores_gemma":[0.0007950769,0.00043052773,0.8998011,0.000039839444,0.000020158435,0.00011497463,0.00019326319,0.0056025237,0.08415582,0.003402874,0.0048910803,0.0005527584],"about_ca_topic_score_codex":0.0007255392,"about_ca_topic_score_gemma":0.0002941291,"teacher_disagreement_score":0.33301976,"about_ca_system_score_codex":0.00012572987,"about_ca_system_score_gemma":0.00000831092,"threshold_uncertainty_score":0.9999109},"labels":[],"label_agreement":null},{"id":"W2040157936","doi":"10.2166/wst.2012.850","title":"Water quality trends in the last decade for ten watersheds dominated by diffuse pollution in Québec (Canada)","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Soil and Water Nutrient Dynamics","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Ministère des Ressources naturelles et des Forêts","funders":"","keywords":"Environmental science; Water quality; Pollution; Eutrophication; Turbidity; Hydrology (agriculture); Watershed; Fecal coliform; Nitrate; Water pollution; Nutrient pollution; Phosphorus; Nutrient; Environmental chemistry; Ecology","score_opus":0.008715272879491621,"score_gpt":0.23583562578382955,"score_spread":0.22712035290433794,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2040157936","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.980558,0.000014382629,0.00013724096,0.018503936,0.00017585981,0.000209779,0.000008489235,0.000051363353,0.00034095327],"genre_scores_gemma":[0.99883425,0.000002489485,0.00009446135,0.00068697025,0.000013168642,0.00010939103,0.000021167325,0.000010078769,0.00022799651],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9974596,0.00006403531,0.0003454687,0.00044563276,0.00041904097,0.0012662279],"domain_scores_gemma":[0.9994152,0.000018937078,0.000040386407,0.0004329348,0.000010086125,0.000082445666],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014318144,0.00018858866,0.00019416175,0.00042822436,0.0002495398,0.000038803166,0.0011175819,0.00015558144,0.000034391833],"category_scores_gemma":[0.000028858076,0.000094169496,0.000034064335,0.0011397887,0.0011390314,0.0004897125,0.00038096748,0.00021610646,0.000037566548],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028926632,0.0002417404,0.93480283,0.00000346415,0.0000016899396,0.0000029999612,0.0032221538,0.00005755232,0.05478439,0.00013921582,0.00069234666,0.006022708],"study_design_scores_gemma":[0.00270612,0.00021442445,0.37269405,0.000013520285,0.000016252781,0.000039590304,0.0022983055,0.0014846756,0.54010665,0.004562894,0.07505542,0.00080810924],"about_ca_topic_score_codex":0.17609163,"about_ca_topic_score_gemma":0.2726619,"teacher_disagreement_score":0.56210876,"about_ca_system_score_codex":0.0008091561,"about_ca_system_score_gemma":0.000027794928,"threshold_uncertainty_score":0.8293949},"labels":[],"label_agreement":null},{"id":"W2042120014","doi":"10.2166/wst.2006.417","title":"Combined partial nitritation/Anammox system for treatment of digester supernatant","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":59,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Egg Farmers of Canada","keywords":"Anammox; Nitrite; Nitrogen; Pulp and paper industry; Chemistry; Environmental science; Environmental engineering; Anaerobic exercise; Ammonium; Waste management; Nitrate; Denitrification; Engineering; Biology; Denitrifying bacteria","score_opus":0.008528569131923533,"score_gpt":0.21271254860359912,"score_spread":0.20418397947167558,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2042120014","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99779725,0.00001739333,0.00040243755,0.0004861336,0.00016416784,0.00048878015,0.0000137379,0.00012972561,0.0005003919],"genre_scores_gemma":[0.99435514,0.0000016982576,0.0049444744,0.000005301503,0.000023014274,0.00011785991,0.000016851835,0.000010312696,0.00052535755],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984986,0.000012142371,0.00028430112,0.00042145935,0.0002619273,0.00052152894],"domain_scores_gemma":[0.9994994,0.00001269004,0.00005917391,0.00035315688,0.000026720063,0.000048871203],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015115367,0.00016365874,0.00022990142,0.00024756088,0.00023693932,0.000031914406,0.0003992906,0.00008357766,0.000044214492],"category_scores_gemma":[0.0000039850293,0.00010143454,0.00007096435,0.00048067825,0.0009754479,0.00022579763,0.00011708877,0.000020116897,0.00012526741],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005828323,0.00026626475,0.056390136,0.0000074104605,0.00000914888,0.000016124908,0.0002356609,0.000113673406,0.94037074,0.0013112946,0.000023275352,0.0011979677],"study_design_scores_gemma":[0.0011412959,0.00073724234,0.0018014167,0.000005442014,0.000029025648,0.000021955313,0.00016003815,0.00052513287,0.9926316,0.0011151839,0.0017034437,0.00012823846],"about_ca_topic_score_codex":0.00039713626,"about_ca_topic_score_gemma":0.00004661291,"teacher_disagreement_score":0.05458872,"about_ca_system_score_codex":0.00035913836,"about_ca_system_score_gemma":0.000016551787,"threshold_uncertainty_score":0.41363806},"labels":[],"label_agreement":null},{"id":"W2042210380","doi":"10.2166/wst.2009.624","title":"Long-term operation of membrane biofilm reactors for nitrogen removal with autotrophic bacteria","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Biofilm; Autotroph; Nitrogen; Term (time); Bacteria; Environmental science; Chemistry; Waste management; Environmental engineering; Environmental chemistry; Pulp and paper industry; Biology; Engineering","score_opus":0.00856276225447067,"score_gpt":0.22077116068893568,"score_spread":0.212208398434465,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2042210380","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977716,0.000012681404,0.00043756963,0.0008795657,0.00007426846,0.00044919862,0.00000475461,0.00013111165,0.00023925139],"genre_scores_gemma":[0.9756443,0.0000049924706,0.024042798,0.000044538832,0.000017339082,0.000021225851,0.000017841878,0.000011175838,0.00019578663],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983049,0.000014018954,0.00024734112,0.000544549,0.000308429,0.0005807324],"domain_scores_gemma":[0.99934596,0.0000049087125,0.00007851699,0.00045893234,0.000030442117,0.00008123486],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002515607,0.00020128083,0.00023278098,0.00033154225,0.00023179746,0.00004605293,0.0006462065,0.00012459244,0.00016727409],"category_scores_gemma":[0.000008770765,0.00012203109,0.000050505856,0.00067513296,0.001104155,0.00047484858,0.00013481158,0.000080390564,0.00007670155],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000073871204,0.000087698056,0.01390114,0.0000035920077,0.0000067885803,0.000022919303,0.00014796873,0.000050938783,0.98242587,0.00014376311,0.0000039761535,0.0031314911],"study_design_scores_gemma":[0.00057923293,0.0009128457,0.0065665725,0.00001034919,0.000027203072,0.00019949143,0.000017043776,0.00017242708,0.9902456,0.0008842144,0.00020660854,0.00017842106],"about_ca_topic_score_codex":0.000024292665,"about_ca_topic_score_gemma":0.000017788792,"teacher_disagreement_score":0.023605227,"about_ca_system_score_codex":0.0001405298,"about_ca_system_score_gemma":0.00003125712,"threshold_uncertainty_score":0.49762833},"labels":[],"label_agreement":null},{"id":"W2042377109","doi":"10.2166/wst.2007.345","title":"Effect of baffles on nitrification in aerated facultative lagoons in a cold climate","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke; Polytechnique Montréal","funders":"","keywords":"Facultative; Aeration; Baffle; Nitrification; Environmental science; Environmental engineering; Ecology; Chemistry; Biology; Engineering; Chemical engineering; Nitrogen","score_opus":0.006222172319161486,"score_gpt":0.25463501710879355,"score_spread":0.24841284478963208,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2042377109","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99862677,0.0000053577082,0.000022088854,0.00019485354,0.000031516418,0.00034013254,0.0000023983005,0.00004739796,0.0007294771],"genre_scores_gemma":[0.9992193,0.0000038740086,0.0006911404,0.000014119768,0.00000191089,0.000023935094,0.0000031503314,0.0000051652587,0.000037376183],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985737,0.000043284537,0.0002412476,0.00037379278,0.00022912573,0.0005388492],"domain_scores_gemma":[0.9996615,0.000039313374,0.00005055382,0.0002021445,0.000009389977,0.000037113467],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013136937,0.00012727884,0.00017560899,0.0007522727,0.00007604182,0.000011234645,0.00036943104,0.000101887774,0.0000354206],"category_scores_gemma":[0.000033414864,0.00008164942,0.000021018534,0.0019566875,0.00089981983,0.00017669678,0.00014443397,0.00012697755,0.0001968193],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006615325,0.000084554835,0.11371313,0.0000028433274,9.629163e-7,0.0000248158,0.00051130785,0.00010834601,0.88323087,0.00018387512,0.0000014936744,0.0020716682],"study_design_scores_gemma":[0.00059786247,0.0006586072,0.01595376,0.000015791262,0.0000029891148,0.0000048643833,0.00014695166,0.00015069063,0.9821724,0.00016340858,0.00004512852,0.00008754004],"about_ca_topic_score_codex":0.00014805757,"about_ca_topic_score_gemma":0.00035005133,"teacher_disagreement_score":0.09894156,"about_ca_system_score_codex":0.00024431312,"about_ca_system_score_gemma":0.000007650401,"threshold_uncertainty_score":0.33295667},"labels":[],"label_agreement":null},{"id":"W2042498828","doi":"10.2166/wst.2007.161","title":"Interlaboratory comparison of geosmin and 2-methylisoborneol in municipal tap water","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Aquatic Ecosystems and Phytoplankton Dynamics","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Environment and Climate Change Canada","funders":"Ontario Water Consortium","keywords":"Geosmin; Tap water; Environmental science; Environmental chemistry; Round robin test; Environmental engineering; Chemistry; Mathematics; Odor; Statistics","score_opus":0.007440167582545216,"score_gpt":0.2575679320780682,"score_spread":0.250127764495523,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2042498828","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971095,0.00003859898,0.00072498224,0.00016493723,0.00012213389,0.00016958613,0.0000018643633,0.000033395016,0.0016350566],"genre_scores_gemma":[0.9988133,0.000002690244,0.0010562128,0.000034434826,0.0000058988276,0.000009799551,0.0000014169099,0.0000060382085,0.00007025386],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99845624,0.000017940394,0.00039819398,0.00035240586,0.00022705592,0.00054814684],"domain_scores_gemma":[0.99949217,0.000017501843,0.000057759313,0.0003524758,0.000014998691,0.00006511476],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013660972,0.00011720127,0.00023557853,0.0004092444,0.000090777394,0.000015256433,0.00056949386,0.00013321229,0.00013057543],"category_scores_gemma":[0.000024575049,0.000074664495,0.000014407795,0.0006605981,0.0016741795,0.0002015934,0.00061133615,0.00019841047,0.000089568544],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009780533,0.00007553266,0.59865904,0.0000098375,0.0000015558827,0.000013437939,0.0048452136,0.00013084919,0.38902676,0.00073480385,0.000012138163,0.0064810654],"study_design_scores_gemma":[0.00041460403,0.00026294324,0.03471762,0.000029118604,0.000006681797,0.000030089162,0.0028387734,0.0105184615,0.94242656,0.0020845602,0.0063814856,0.00028907668],"about_ca_topic_score_codex":0.00040894756,"about_ca_topic_score_gemma":0.0025460115,"teacher_disagreement_score":0.5639414,"about_ca_system_score_codex":0.000106845575,"about_ca_system_score_gemma":0.0000082749075,"threshold_uncertainty_score":0.61685836},"labels":[],"label_agreement":null},{"id":"W2043019497","doi":"10.2166/wst.2009.635","title":"Molecular assessment of salt-tolerant, perchlorate- and nitrate-reducing microbial cultures","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Chemical Analysis and Environmental Impact","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Perchlorate; Halomonas; Nitrate; Salt (chemistry); Chemistry; Bacteria; Biology; Environmental chemistry; Microbiology; Halophile; Food science; Biochemistry; Ecology; Organic chemistry; Genetics; Ion","score_opus":0.004798049432771912,"score_gpt":0.24697505221453375,"score_spread":0.24217700278176185,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2043019497","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9955792,0.000032672728,0.00036332692,0.0014849559,0.000021358766,0.000084468236,0.000001691409,0.000037892874,0.002394457],"genre_scores_gemma":[0.9978235,0.000021459315,0.0018808331,0.0002035018,0.000005370731,0.0000026303233,0.0000019949357,0.0000044578533,0.000056247347],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986023,0.000011715196,0.0002162577,0.00045521092,0.00027098574,0.00044355282],"domain_scores_gemma":[0.9995481,0.000003117195,0.000051083276,0.00028710443,0.0000071192776,0.00010347271],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024964736,0.00014510594,0.00020329257,0.00014577694,0.00016606024,0.000042029707,0.00044789253,0.000091443464,0.0002967534],"category_scores_gemma":[0.0000099913195,0.00009514754,0.00004445727,0.0006189708,0.0017266866,0.00025023505,0.0003145293,0.00015224297,0.000025050891],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000026106297,0.00006906698,0.005247453,0.0000015168764,0.00000266028,0.0000061104643,0.00015473468,0.0010088639,0.99042225,0.00009513371,0.000031889565,0.0029577361],"study_design_scores_gemma":[0.00013623587,0.00012828942,0.008630092,0.000008693248,0.000013696329,0.00002822179,0.00009033102,0.0013250554,0.9876645,0.0016557106,0.00017559077,0.00014358143],"about_ca_topic_score_codex":0.000114138566,"about_ca_topic_score_gemma":0.0000064370847,"teacher_disagreement_score":0.0033826393,"about_ca_system_score_codex":0.000131745,"about_ca_system_score_gemma":0.000009532611,"threshold_uncertainty_score":0.6362049},"labels":[],"label_agreement":null},{"id":"W2043224026","doi":"10.2166/wst.2012.569","title":"Genome-scale metabolic modeling to provide insight into the production of storage compounds during feast–famine cycles of activated sludge","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Microbial Metabolic Engineering and Bioproduction","field":"Biochemistry, Genetics and Molecular Biology","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; McGill University","keywords":"Glycogen; Bioplastic; Activated sludge; Flux balance analysis; Biochemistry; Polyhydroxyalkanoates; Metabolism; Chemistry; Substrate (aquarium); Flux (metallurgy); Famine; Biology; Food science; Bacteria; Organic chemistry; Wastewater; Environmental engineering; Ecology; Environmental science","score_opus":0.00749693713559697,"score_gpt":0.21610671944246868,"score_spread":0.20860978230687172,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2043224026","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9966915,0.0005924406,0.0014367525,0.0005771329,0.000410313,0.00023427943,0.0000013825041,0.000035662895,0.000020492029],"genre_scores_gemma":[0.9980153,0.000054015967,0.0016092199,0.000009555626,0.00017629426,0.000020658938,0.0000052413666,0.00001149291,0.00009822632],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99896735,0.000018477565,0.00022626377,0.00032368148,0.00013310814,0.0003311168],"domain_scores_gemma":[0.9992214,6.7120817e-7,0.00006483236,0.0005015669,0.00016631247,0.000045251007],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042716978,0.00012300226,0.00017318659,0.00036980674,0.0001430292,0.000008891458,0.00039321865,0.00009891501,0.0000013738194],"category_scores_gemma":[0.000088455585,0.00007850658,0.000033897777,0.0007331974,0.00037357194,0.000025210478,0.00028079105,0.00009859582,0.0000024397154],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022270293,0.000050503204,0.00037363192,0.000021272928,0.0000100183615,5.082324e-8,0.0012219723,0.0035238394,0.99402964,0.000027796774,0.0000016560234,0.00071732525],"study_design_scores_gemma":[0.000072252726,0.000056045366,0.0012100769,0.000009807257,0.000012605634,0.000019183748,0.0001698438,0.000056902303,0.9947266,0.0000108892245,0.003553541,0.000102261576],"about_ca_topic_score_codex":0.00004008414,"about_ca_topic_score_gemma":0.000009026852,"teacher_disagreement_score":0.003551885,"about_ca_system_score_codex":0.000019502855,"about_ca_system_score_gemma":0.00002848581,"threshold_uncertainty_score":0.32014054},"labels":[],"label_agreement":null},{"id":"W2044930552","doi":"10.2166/wst.2009.698","title":"Membrane biofilm reactors for nitrogen removal: state-of-the-art and research needs","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Biofilm; Denitrification; Resilience (materials science); Biochemical engineering; Biofouling; Wastewater; Scale (ratio); Environmental science; Engineering; Process (computing); Environmental engineering; Waste management; Process engineering; Computer science; Nitrogen; Chemistry; Geography; Biology; Membrane; Materials science; Cartography","score_opus":0.018481475588049596,"score_gpt":0.2665641513327036,"score_spread":0.248082675744654,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2044930552","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.994395,0.000032542383,0.000036639914,0.0038038008,0.00008407605,0.00048532124,0.000003934945,0.00007336231,0.0010852756],"genre_scores_gemma":[0.99203265,0.0000128177535,0.0063743647,0.000061266786,0.000009313335,0.000019617253,0.0000017962411,0.000009246658,0.0014789024],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99800617,0.000034083605,0.00021932901,0.00043963466,0.0005065964,0.0007941878],"domain_scores_gemma":[0.9992456,0.000022635237,0.000046804267,0.0005490299,0.000043934157,0.00009199673],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0010274875,0.00014724804,0.00017658508,0.0005788723,0.00045138923,0.000044833945,0.0009486379,0.000096631105,0.00003843473],"category_scores_gemma":[0.000049838403,0.00008385677,0.000052802698,0.0020132035,0.0029112638,0.0002707761,0.00052027224,0.00016636822,0.00008155754],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024135405,0.000050030758,0.00673229,0.0000028495294,0.0000036199121,0.0000051755355,0.00044664028,0.0000062471872,0.98148793,0.00029349208,0.0001302008,0.010817384],"study_design_scores_gemma":[0.0002751918,0.00032010645,0.0007459829,0.0000071447143,0.000008308348,0.00007720982,0.00010930403,0.00008587004,0.96514356,0.02092621,0.012191724,0.00010940987],"about_ca_topic_score_codex":0.000045291832,"about_ca_topic_score_gemma":0.000015598467,"teacher_disagreement_score":0.020632716,"about_ca_system_score_codex":0.00012300996,"about_ca_system_score_gemma":0.000028184617,"threshold_uncertainty_score":0.99980223},"labels":[],"label_agreement":null},{"id":"W2045112420","doi":"10.2166/wst.2006.326","title":"Impacts on water quality in the upper Elbow River","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Soil and Water Nutrient Dynamics","field":"Environmental Science","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Alberta Environment and Protected Areas","funders":"","keywords":"Tributary; Hydrology (agriculture); Environmental science; Surface runoff; Groundwater; Nitrate; Water quality; Total suspended solids; Suspended solids; Fecal coliform; Nutrient; Total dissolved solids; Phosphorus; Environmental engineering; Wastewater; Ecology; Geography; Chemical oxygen demand; Geology; Biology","score_opus":0.007747319950376433,"score_gpt":0.23403153893793407,"score_spread":0.22628421898755763,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2045112420","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98699456,0.0000038897797,0.000053809345,0.0069480683,0.00014114697,0.00017109801,0.000001426182,0.00009832938,0.0055876966],"genre_scores_gemma":[0.9988748,0.0000024907476,0.000148118,0.00070004875,0.000019360463,0.000023678798,0.000004263982,0.000007080085,0.00022017166],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99778193,0.000048487593,0.00024312272,0.00052031694,0.00050974893,0.0008963928],"domain_scores_gemma":[0.9992785,0.000013862273,0.000027663415,0.00062950695,0.000009789695,0.000040697803],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0010787426,0.00016245061,0.00013567873,0.0003144047,0.0002866019,0.00006633313,0.0012707815,0.00012626724,0.000082705585],"category_scores_gemma":[0.00001680126,0.00007162625,0.000039123595,0.000832123,0.002381847,0.00032551916,0.00046149676,0.00024411536,0.0017104265],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011210411,0.00014425119,0.96088314,0.000001591275,6.2946623e-7,0.000020949445,0.0012727095,0.00039122347,0.03424015,0.0019093078,0.00017616856,0.0009486602],"study_design_scores_gemma":[0.0005887822,0.00021556026,0.4492257,0.000009771704,0.0000048499346,0.00004110078,0.00030421044,0.00047576084,0.35473165,0.1808937,0.013100462,0.0004084576],"about_ca_topic_score_codex":0.0012502534,"about_ca_topic_score_gemma":0.00012069296,"teacher_disagreement_score":0.5116575,"about_ca_system_score_codex":0.0002087014,"about_ca_system_score_gemma":0.0000067726833,"threshold_uncertainty_score":0.9990668},"labels":[],"label_agreement":null},{"id":"W2045458041","doi":"10.2166/wst.2013.259","title":"Treatment of heavy metals by iron oxide coated and natural gravel media in Sustainable urban Drainage Systems","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Engineering and Physical Sciences Research Council; University of Glasgow","keywords":"Lithology; Weathering; Environmental science; Surface runoff; Pollution; Metal; Pollutant; Drainage; Geology; Environmental chemistry; Mining engineering; Environmental engineering; Geochemistry; Metallurgy; Chemistry; Materials science","score_opus":0.005289526977170033,"score_gpt":0.1936862384807295,"score_spread":0.18839671150355947,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2045458041","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9966354,0.000287514,0.00012924032,0.000961884,0.00008710711,0.00074872334,0.0000029041394,0.00010003983,0.0010472317],"genre_scores_gemma":[0.9951335,0.000015693462,0.00023319271,0.000018296196,0.0000032248417,0.00016671227,0.0000059124977,0.0000094504385,0.004413986],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99800664,0.00003303946,0.00029938985,0.0005363657,0.0002996267,0.0008249373],"domain_scores_gemma":[0.99936867,0.000015330288,0.00007170436,0.00043691567,0.000023782528,0.00008360239],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028104702,0.00018808908,0.00026813868,0.0005658132,0.00019146611,0.000067490495,0.00054405344,0.00009458802,0.00006474403],"category_scores_gemma":[0.000028527931,0.00012788764,0.000023404527,0.0011509588,0.0022893513,0.0006810843,0.0005466205,0.00008717821,0.0001184263],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000100695825,0.00029494328,0.0752157,0.00002950378,0.000012346551,0.00004182379,0.0033877797,0.0001359762,0.91218066,0.0069811773,0.0011474305,0.00056260946],"study_design_scores_gemma":[0.0027178437,0.0011058055,0.07689414,0.000034450288,0.00008138767,0.00008975293,0.012369351,0.009686569,0.86057705,0.006693886,0.028589664,0.0011601192],"about_ca_topic_score_codex":0.006378646,"about_ca_topic_score_gemma":0.0001382379,"teacher_disagreement_score":0.051603615,"about_ca_system_score_codex":0.0006120241,"about_ca_system_score_gemma":0.000010964288,"threshold_uncertainty_score":0.96426475},"labels":[],"label_agreement":null},{"id":"W2045552073","doi":"10.2166/wst.2012.371","title":"Anaerobic digestion of corn ethanol thin stillage in batch and by high-rate down-flow fixed film reactors","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Anaerobic Digestion and Biogas Production","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Stillage; Anaerobic digestion; Chemistry; Chemical oxygen demand; Effluent; Hydraulic retention time; Mesophile; Pulp and paper industry; Biogas; Volatile suspended solids; Chromatography; Methane; Waste management; Fermentation; Wastewater; Food science; Organic chemistry","score_opus":0.005629727831115335,"score_gpt":0.1948021026381193,"score_spread":0.18917237480700397,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2045552073","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974672,0.00012447052,0.0006725646,0.00070720544,0.00048717283,0.00012861303,0.000005051173,0.0002856687,0.00012201946],"genre_scores_gemma":[0.998888,0.00009404435,0.00086026324,0.00001719816,0.000017477863,0.000010592106,0.000010925077,0.000009875437,0.00009158014],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99897283,0.000017275046,0.00021198377,0.00024559724,0.00012398812,0.0004283317],"domain_scores_gemma":[0.9996124,0.0000084815465,0.00003520518,0.00024236413,0.000041388408,0.000060157912],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053317164,0.00012978772,0.00016206774,0.00056843885,0.000059014565,0.000018385348,0.00021564674,0.00018396124,0.000023110899],"category_scores_gemma":[0.000052476815,0.00009900876,0.000012860614,0.00083793304,0.00052331696,0.00045110268,0.000083132356,0.00018597937,0.000019760553],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000061517762,0.000035169804,0.0084307315,0.000009484288,0.0000030230979,0.0000011252652,0.0005825461,0.0007830369,0.9849886,0.0019208806,0.00021371794,0.003025587],"study_design_scores_gemma":[0.00019741013,0.00008110156,0.009933298,0.000022308785,0.0000053154117,0.000011737703,0.00014580366,0.0011374884,0.9860508,0.00032417485,0.001925429,0.00016513845],"about_ca_topic_score_codex":0.000072084746,"about_ca_topic_score_gemma":0.00001797582,"teacher_disagreement_score":0.0028604486,"about_ca_system_score_codex":0.00007697263,"about_ca_system_score_gemma":0.000011754737,"threshold_uncertainty_score":0.40374598},"labels":[],"label_agreement":null},{"id":"W2045755987","doi":"10.2166/wst.2007.274","title":"A biofilm model for engineering design","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"EnviroSim (Canada)","funders":"","keywords":"Activated sludge model; Solver; Bioreactor; Sewage treatment; Biochemical engineering; Process (computing); Biofilm; Process engineering; Wastewater; Engineering design process; Anoxic waters; Activated sludge; Engineering; Environmental science; Environmental engineering; Computer science; Chemistry; Mechanical engineering","score_opus":0.016072479098879,"score_gpt":0.22189308344143116,"score_spread":0.20582060434255217,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2045755987","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5731353,0.000007019775,0.4260388,0.00023958256,0.000062325475,0.00021167111,6.891126e-7,0.00016134411,0.00014323543],"genre_scores_gemma":[0.76396996,7.0097667e-7,0.23557405,0.00003312284,0.000008574916,0.000024761332,7.4423764e-7,0.00000862668,0.00037943953],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99851817,0.000002195506,0.00014071996,0.00038620253,0.00018739262,0.00076529523],"domain_scores_gemma":[0.9996128,0.000010480691,0.000019233712,0.00026635136,0.000010543622,0.00008057995],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006774641,0.00012704934,0.00010144253,0.00033480834,0.0002013246,0.000027217291,0.0005579303,0.00009177818,0.000037579317],"category_scores_gemma":[0.00001679127,0.000086064836,0.000034026532,0.0006214171,0.0005285678,0.000231971,0.0002549297,0.00006513269,0.00019486247],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011658588,0.00002561137,0.00067392725,0.0000011907865,0.000002109599,0.0000071956565,0.00022348516,0.0072060544,0.98764366,0.00029798757,0.000035321937,0.0038717801],"study_design_scores_gemma":[0.0001753087,0.000080463484,0.000051868275,0.0000016964467,0.000005364543,0.000023192586,0.000021068861,0.15724015,0.83934665,0.0021526117,0.0007847937,0.00011682573],"about_ca_topic_score_codex":0.000008234666,"about_ca_topic_score_gemma":0.0000051376874,"teacher_disagreement_score":0.19083464,"about_ca_system_score_codex":0.00016131652,"about_ca_system_score_gemma":0.000011490635,"threshold_uncertainty_score":0.35096222},"labels":[],"label_agreement":null},{"id":"W2045816714","doi":"10.2166/wst.2008.485","title":"Modelling nitrite in wastewater treatment systems: a discussion of different modelling concepts","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":137,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; EnviroSim (Canada)","funders":"","keywords":"Nitrite; Wastewater; Nitrification; Denitrification; Biochemical engineering; Sewage treatment; Simultaneous nitrification-denitrification; Environmental science; Environmental engineering; Computer science; Engineering; Nitrate; Chemistry; Nitrogen","score_opus":0.023188598802728413,"score_gpt":0.2312687174481457,"score_spread":0.20808011864541728,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2045816714","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.996476,0.00007210019,0.002372485,0.00023792988,0.00012145668,0.00040509985,0.0000029843434,0.000086511085,0.00022543539],"genre_scores_gemma":[0.996196,0.0000664302,0.0029225452,0.0000044589806,0.0000113598,0.000060537433,0.000004631663,0.000015342775,0.0007187495],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99764884,0.00003854672,0.00044219012,0.0006563717,0.00044188704,0.00077219715],"domain_scores_gemma":[0.9992997,0.000008567302,0.00007915637,0.0004951033,0.000015605314,0.00010183517],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001840918,0.0002800715,0.00039825504,0.0005817478,0.0002621699,0.000021950593,0.0005500461,0.00013995517,0.000055437893],"category_scores_gemma":[0.0000020581704,0.00013332644,0.00007402627,0.00074547227,0.0014625787,0.00035677134,0.00035885008,0.000117388685,0.000110202855],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000485286,0.00040602722,0.038689047,0.000009608458,0.0000102536005,0.000106559586,0.0040081316,0.53768873,0.41848573,0.000117933894,0.0000031748968,0.00042630988],"study_design_scores_gemma":[0.0007294953,0.00029273788,0.00005458138,0.000038021728,0.000012184272,0.00008589888,0.00038897223,0.304564,0.69272643,0.00073062605,0.0001684049,0.00020864505],"about_ca_topic_score_codex":0.0006289346,"about_ca_topic_score_gemma":0.000018736015,"teacher_disagreement_score":0.2742407,"about_ca_system_score_codex":0.00047548415,"about_ca_system_score_gemma":0.000019861567,"threshold_uncertainty_score":0.5436894},"labels":[],"label_agreement":null},{"id":"W2046149321","doi":"10.2166/wst.2010.943","title":"Aerobic granule formation in a sequencing batch reactor treating newsprint effluent under low phosphate conditions","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"FPInnovations","funders":"","keywords":"Effluent; Sequencing batch reactor; Newsprint; Granule (geology); Phosphate; Pulp and paper industry; Chemistry; Waste management; Environmental science; Biology; Environmental engineering; Biochemistry; Engineering","score_opus":0.008105073784922846,"score_gpt":0.22213389853118054,"score_spread":0.2140288247462577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2046149321","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974445,0.000004119067,0.000253715,0.00096951745,0.00017974467,0.0002961842,0.000002027203,0.00016704453,0.0006831146],"genre_scores_gemma":[0.9948172,0.0000027506844,0.0048711747,0.00006540991,0.000011010496,0.00009175807,0.000009699147,0.000010644655,0.00012033207],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99825513,0.00001708683,0.0002830777,0.00047324842,0.00027992087,0.000691537],"domain_scores_gemma":[0.999402,0.000010488373,0.00006693033,0.0004124369,0.000015784313,0.00009239999],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029506677,0.00018163353,0.00016051746,0.00040687268,0.0003102393,0.00007510323,0.0005266322,0.00013425386,0.0004357021],"category_scores_gemma":[0.000017727953,0.00012886983,0.00004181083,0.00097407645,0.0009773948,0.0008501513,0.00033417103,0.00027957093,0.00063988665],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000038065364,0.000048033224,0.0106245745,0.0000022754477,0.0000015999494,0.00002509221,0.0007287414,0.0001915622,0.98691356,0.00033146114,0.0000069707376,0.0011223],"study_design_scores_gemma":[0.00042599678,0.000060213522,0.0038849774,0.000013382176,0.0000068024356,0.0001499263,0.00038601318,0.0015823384,0.98890835,0.004261762,0.00014736594,0.0001728617],"about_ca_topic_score_codex":0.000570798,"about_ca_topic_score_gemma":0.0010793159,"teacher_disagreement_score":0.006739597,"about_ca_system_score_codex":0.0005084682,"about_ca_system_score_gemma":0.000025386538,"threshold_uncertainty_score":0.8224662},"labels":[],"label_agreement":null},{"id":"W2046400785","doi":"10.2166/wst.2011.155","title":"In search of effective bioassessment of urban stormwater pond sediments: enhancing the ‘sediment quality triad’ approach with oligochaete metrics","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Land Use and Ecosystem Services","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Environment and Climate Change Canada","funders":"","keywords":"Stormwater; Environmental science; Surface runoff; Sediment; Water quality; Urban runoff; Urbanization; Hydrology (agriculture); Retention basin; Aquatic ecosystem; Environmental engineering; Water resource management; Ecology; Engineering; Biology","score_opus":0.018507181742434445,"score_gpt":0.2561686773147738,"score_spread":0.23766149557233934,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2046400785","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99679494,0.00002756904,0.0008428014,0.00013209051,0.00007715505,0.0005721304,0.00000258489,0.000021228736,0.0015295005],"genre_scores_gemma":[0.99858445,0.0000045557777,0.0012743804,0.000031089596,0.0000056885224,0.00007380109,7.7507775e-7,0.0000065196173,0.00001875016],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99795496,0.000097411015,0.00040364708,0.0004435131,0.0005982852,0.000502157],"domain_scores_gemma":[0.9992168,0.000030224262,0.00013451562,0.00053195696,0.00003656194,0.00004993254],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0027773106,0.00014471244,0.00029505236,0.0004932295,0.000117895805,0.000011052094,0.00095433823,0.00009097035,0.000101506994],"category_scores_gemma":[0.000011782504,0.0000670266,0.00003137547,0.0019929481,0.0006657643,0.00037847285,0.0006427414,0.00015731472,0.00002376243],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015883677,0.0006323134,0.4515803,0.000118651384,0.000040963063,0.0000065801073,0.021292754,0.00029430498,0.5240006,0.0006880937,0.0000069834477,0.0011796579],"study_design_scores_gemma":[0.0004772242,0.00045534596,0.018644987,0.000021510192,0.000012355377,0.000005267052,0.0019114513,0.00033145712,0.97768754,0.0002800541,0.00005646208,0.000116365154],"about_ca_topic_score_codex":0.0028486752,"about_ca_topic_score_gemma":0.00035600204,"teacher_disagreement_score":0.45368695,"about_ca_system_score_codex":0.00021255107,"about_ca_system_score_gemma":0.00002725826,"threshold_uncertainty_score":0.43063638},"labels":[],"label_agreement":null},{"id":"W2046439045","doi":"10.2166/wst.2007.737","title":"Bioassessment of wet-weather pollution impacts on fine sediments in urban waters by benthic indices and the sediment quality triad","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality and Pollution Assessment","field":"Environmental Science","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Environment and Climate Change Canada","funders":"","keywords":"Benthic zone; Environmental science; Sediment; Water quality; Stormwater; Water Framework Directive; Hydrology (agriculture); Invertebrate; Pollution; STREAMS; Urban runoff; Surface runoff; Combined sewer; Ecology; Geology; Biology","score_opus":0.014338432130710886,"score_gpt":0.2944250252106661,"score_spread":0.2800865930799552,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2046439045","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98483354,0.000041199626,0.00035585833,0.013323141,0.00016532863,0.00045155553,0.000011377351,0.000043751083,0.0007742599],"genre_scores_gemma":[0.998984,0.0000148423105,0.00022276735,0.00056537456,0.000009284783,0.000021518677,0.000004425315,0.0000063358316,0.0001714958],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9973582,0.0001537103,0.00058384147,0.00050198747,0.0007246967,0.0006775505],"domain_scores_gemma":[0.99922746,0.000044508208,0.0001901168,0.00042225164,0.000012220832,0.000103410275],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0059844297,0.00019388286,0.00027238578,0.0004336682,0.00024129526,0.00003965063,0.0005921837,0.00014796497,0.00012366024],"category_scores_gemma":[0.000037563375,0.00010718883,0.000040260285,0.0009277836,0.0032615648,0.00027532136,0.0004410764,0.00024386687,0.0000443024],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006549711,0.00093591766,0.22404274,0.00002760883,0.000035232344,0.000007405112,0.013317378,0.00021146135,0.7420682,0.010350177,0.0006332087,0.0077157114],"study_design_scores_gemma":[0.0029116706,0.00042112064,0.08622974,0.000030546253,0.000013949293,0.000005215012,0.0009421156,0.000076450655,0.90261793,0.0022300899,0.004275147,0.00024604262],"about_ca_topic_score_codex":0.0012042895,"about_ca_topic_score_gemma":0.00019354663,"teacher_disagreement_score":0.16054973,"about_ca_system_score_codex":0.00045240624,"about_ca_system_score_gemma":0.000025489426,"threshold_uncertainty_score":0.999451},"labels":[],"label_agreement":null},{"id":"W2046465085","doi":"10.2166/wst.2006.112","title":"On-line estimation of kinetic parameters in anaerobic digestion using observer-based estimators and multiwavelength fluorometry","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality Monitoring and Analysis","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Biotechnology Research Institute","funders":"","keywords":"Fluorometer; Estimator; Anaerobic digestion; Effluent; Kinetic energy; Observer (physics); Biological system; Anaerobic exercise; Continuous stirred-tank reactor; Mathematics; Environmental science; Chemistry; Statistics; Fluorescence; Environmental engineering; Physics; Biology; Methane","score_opus":0.02073239627594453,"score_gpt":0.26138467464404913,"score_spread":0.2406522783681046,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2046465085","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9919593,0.0000065957774,0.0076301545,0.00020289335,0.00005082489,0.00008611708,0.0000011733833,0.000055235167,0.000007730994],"genre_scores_gemma":[0.96184367,6.2608746e-7,0.038122244,0.000008000061,0.0000029220964,0.0000051551037,0.0000031540965,0.0000059290555,0.000008303841],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986714,0.000029708268,0.00028533966,0.00039972036,0.00028402833,0.00032979835],"domain_scores_gemma":[0.9995801,0.000028723472,0.00007539702,0.00026706135,0.00001142162,0.000037289505],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046545456,0.00012430089,0.00017852023,0.00076442776,0.000111918656,0.0000266296,0.0002605407,0.00009063761,0.000007250901],"category_scores_gemma":[0.00006953183,0.0000957516,0.000023608987,0.0015730342,0.0010911878,0.0001912715,0.00011864003,0.00010844306,0.000010202813],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004738946,0.00006696877,0.06867335,0.000007453147,9.95594e-7,0.000003710284,0.000053027157,0.57872117,0.3485435,0.000058195597,4.649393e-7,0.003866434],"study_design_scores_gemma":[0.00017966074,0.00008661297,0.018229712,0.000029339879,0.000007775414,0.0000022806432,0.000018383755,0.3376523,0.64176786,0.0019266619,0.0000010317294,0.000098408906],"about_ca_topic_score_codex":0.0019902147,"about_ca_topic_score_gemma":0.000016930106,"teacher_disagreement_score":0.29322433,"about_ca_system_score_codex":0.00017795623,"about_ca_system_score_gemma":0.000010056494,"threshold_uncertainty_score":0.40205267},"labels":[],"label_agreement":null},{"id":"W2047282638","doi":"10.2166/wst.2006.031","title":"Towards a benchmark simulation model for plant-wide control strategy performance evaluation of WWTPs","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":159,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydromantis Environmental Software Solutions (Canada)","funders":"","keywords":"Benchmarking; Benchmark (surveying); Control (management); Process (computing); Engineering; Sewage treatment; Computer science; Systems engineering; Operations research; Reliability engineering; Simulation; Environmental engineering; Artificial intelligence","score_opus":0.01951081742522953,"score_gpt":0.24947759843567788,"score_spread":0.22996678101044835,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2047282638","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9877241,0.000016196356,0.010465767,0.00016996062,0.00006127561,0.00058330543,0.000012531684,0.000058047262,0.00090877316],"genre_scores_gemma":[0.99583644,0.0000010880259,0.0039032344,0.000016854474,0.00001373508,0.00008047614,0.000021252674,0.0000071487275,0.000119773555],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99832505,0.000016768163,0.00026172167,0.000379311,0.00057127746,0.0004458687],"domain_scores_gemma":[0.9995284,0.000014200992,0.0000825915,0.00026711842,0.00007466501,0.00003304065],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008892395,0.00013761721,0.00016004132,0.0002474692,0.00020968958,0.00002352318,0.00039210514,0.00010340316,0.00007322836],"category_scores_gemma":[0.000020895255,0.000095672425,0.00004208078,0.00041294761,0.0006737238,0.00042026944,0.000096270785,0.000055212164,0.000030487145],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039832517,0.000068895504,0.014192718,0.0000039695274,0.0000039313413,6.0175984e-7,0.0001057048,0.777721,0.19981529,0.0001383527,0.000024316016,0.007885403],"study_design_scores_gemma":[0.0006684918,0.0001264951,0.0027357514,0.0000035469516,0.000030141578,0.0000036164677,0.000014399166,0.6857881,0.3045417,0.0059555033,0.000043883094,0.000088377274],"about_ca_topic_score_codex":0.00007558429,"about_ca_topic_score_gemma":0.0000404928,"teacher_disagreement_score":0.104726434,"about_ca_system_score_codex":0.00021293186,"about_ca_system_score_gemma":0.000056621095,"threshold_uncertainty_score":0.3901408},"labels":[],"label_agreement":null},{"id":"W2048427080","doi":"10.2166/wst.2012.300","title":"Towards a generalized physicochemical framework","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":83,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; Hydromantis Environmental Software Solutions (Canada)","funders":"","keywords":"Biochemical engineering; Process (computing); Wastewater; Sewage treatment; Chemical process; Process engineering; Computer science; Chemistry; Anaerobic digestion; Environmental science; Engineering; Environmental engineering","score_opus":0.010633503951326485,"score_gpt":0.2402646245689981,"score_spread":0.22963112061767163,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2048427080","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9947882,0.000045272256,0.00068665325,0.0012487479,0.00024801504,0.00012066552,8.739252e-7,0.00022730877,0.00263425],"genre_scores_gemma":[0.9556334,0.000003516886,0.043802265,0.00017237964,0.000073734234,0.000030568426,0.0000020360822,0.000010735722,0.000271354],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99806315,0.0000132570685,0.00014206933,0.0003874038,0.00037062838,0.001023465],"domain_scores_gemma":[0.9993288,0.0000044142216,0.000027077365,0.0004651833,0.000008941916,0.00016561864],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0002644141,0.00016870075,0.00015826011,0.00017155182,0.00024496022,0.00003681037,0.0007547155,0.0001484243,0.00095999945],"category_scores_gemma":[0.000020498834,0.00010605466,0.00005382798,0.00097431615,0.0016795745,0.00046618716,0.0007956799,0.00016614675,0.002595734],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000061182604,0.000109993554,0.022178633,8.754214e-7,0.0000039228908,0.000004343347,0.0005744642,0.0000043753757,0.9712709,0.00197733,0.00012391993,0.0037451307],"study_design_scores_gemma":[0.00015145975,0.00004067025,0.0009689988,0.0000030571043,0.000010256254,0.00004633987,0.000048866645,0.000046982488,0.98022956,0.012054403,0.006230243,0.00016915126],"about_ca_topic_score_codex":0.00004437016,"about_ca_topic_score_gemma":0.0000011623727,"teacher_disagreement_score":0.043115612,"about_ca_system_score_codex":0.00018681,"about_ca_system_score_gemma":0.00001079732,"threshold_uncertainty_score":0.99995327},"labels":[],"label_agreement":null},{"id":"W2050300210","doi":"10.2166/wst.2006.064","title":"Indicator of risk of water contamination by phosphorus from Canadian agricultural land","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Soil and Water Nutrient Dynamics","field":"Environmental Science","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Institut National de la Recherche Scientifique; Agriculture and Agri-Food Canada","funders":"","keywords":"Manure; Surface runoff; Environmental science; Hydrology (agriculture); Macropore; Water balance; Fertilizer; Agriculture; Agricultural land; Phosphorus; Soil water; Tillage; Drainage; Saturation (graph theory); Soil series; Water quality; Contamination; Soil science; Agronomy; Soil classification; Geography; Mathematics; Ecology; Geology; Chemistry","score_opus":0.0014266246760141397,"score_gpt":0.15358515884004353,"score_spread":0.15215853416402939,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2050300210","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985541,0.000024073097,0.000059675305,0.00039152367,0.000100309524,0.00009600458,0.00006553243,0.000031863885,0.0006769261],"genre_scores_gemma":[0.9996199,0.000008382976,0.000203575,0.000016571275,0.000006493517,0.0000068496583,0.000058620964,0.000004205566,0.00007539391],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987787,0.000012737703,0.00022208136,0.00030319742,0.00025877648,0.00042448167],"domain_scores_gemma":[0.9996078,0.000006981951,0.00007121242,0.00022610274,0.00002045753,0.00006745627],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019245317,0.00010299149,0.0001454988,0.00022096,0.00013646991,0.000013916885,0.0005567646,0.00012629436,0.00007890457],"category_scores_gemma":[0.00000978348,0.000056318513,0.00002589746,0.0004163962,0.00131118,0.00019041705,0.00018146,0.0000959862,0.00011594246],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002534922,0.00002837277,0.90425366,6.7718e-7,0.0000019183508,0.0000012755964,0.0003266869,0.00004532538,0.094206125,0.000038877966,0.000112918664,0.0009816496],"study_design_scores_gemma":[0.0001878368,0.00004061112,0.25319514,0.0000028490865,0.000009156201,0.0000020092668,0.000092342816,0.000118823315,0.7388691,0.006143222,0.0012436248,0.00009535155],"about_ca_topic_score_codex":0.20766662,"about_ca_topic_score_gemma":0.01304265,"teacher_disagreement_score":0.6510585,"about_ca_system_score_codex":0.00016512931,"about_ca_system_score_gemma":0.000012330364,"threshold_uncertainty_score":0.7976096},"labels":[],"label_agreement":null},{"id":"W205031044","doi":"10.2166/wst.2003.0510","title":"Winter operation of an on-stream stormwater management pond","year":2003,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Queen's University","funders":"","keywords":"Baseflow; Hydrology (agriculture); Snowmelt; Environmental science; Inlet; Sediment; Snow; Geology; Streamflow; Geomorphology; Drainage basin; Geography","score_opus":0.007476379388676433,"score_gpt":0.21689599284874028,"score_spread":0.20941961346006385,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W205031044","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9424171,0.0000028671977,0.0023234587,0.0005653383,0.00021964002,0.0003219361,0.0000017756113,0.00014157002,0.05400634],"genre_scores_gemma":[0.9920855,0.0000019926804,0.0045352625,0.00017295105,0.000005410837,0.000042985426,0.000003286774,0.000011151173,0.0031414698],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981511,0.00003042639,0.00023889799,0.0005973709,0.0004276165,0.000554566],"domain_scores_gemma":[0.99906856,0.0000026328812,0.000044448527,0.0007946566,0.000014892647,0.00007483742],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0005018549,0.00016054632,0.00013112622,0.0005888906,0.00027334204,0.000044809323,0.00086244574,0.00007265041,0.0012579596],"category_scores_gemma":[0.000008460568,0.00011310289,0.000030281433,0.00074481504,0.001400078,0.00068509654,0.00043882252,0.00010793768,0.0012168909],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000050429793,0.0015746177,0.08213523,0.000027794475,0.000052466483,0.00009565661,0.0036073918,0.0090584215,0.8169204,0.0666733,0.0028346118,0.016969651],"study_design_scores_gemma":[0.0004734668,0.0005381388,0.007101919,0.000010820682,0.000022351705,0.000019656403,0.00046781084,0.0003634027,0.9316453,0.005151363,0.053868197,0.00033762387],"about_ca_topic_score_codex":0.000021230053,"about_ca_topic_score_gemma":0.00003553989,"teacher_disagreement_score":0.11472482,"about_ca_system_score_codex":0.00025350353,"about_ca_system_score_gemma":0.0000062217855,"threshold_uncertainty_score":0.999655},"labels":[],"label_agreement":null},{"id":"W2050739764","doi":"10.2166/wst.2011.385","title":"Comparison of the role of attachment, aggregation and internalisation of microorganisms in UVC and UVA (solar) disinfection","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Legionella and Acanthamoeba research","field":"Biochemistry, Genetics and Molecular Biology","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Natural Sciences and Engineering Research Council of Canada","funders":"","keywords":"Microorganism; Microbiology; Chemistry; Environmental science; Environmental chemistry; Biology; Bacteria","score_opus":0.013960727513477525,"score_gpt":0.27994142548331313,"score_spread":0.2659806979698356,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2050739764","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992553,0.00013483546,0.00035326774,0.00006621624,0.000024300956,0.00007931819,0.0000010757551,0.000002071952,0.00008358523],"genre_scores_gemma":[0.99982744,0.000033219243,0.000121938545,0.0000029261462,0.0000029176074,0.0000018758612,0.000001147871,0.0000019925374,0.0000065415047],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995444,0.000016231319,0.00014001217,0.00013512695,0.000070336966,0.000093881295],"domain_scores_gemma":[0.99972326,0.0000019807947,0.000071456634,0.0001412822,0.000051545747,0.000010486399],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019178774,0.000039133454,0.00007635063,0.00015044029,0.00003040255,0.0000032465866,0.00015741974,0.000068858244,0.000001697686],"category_scores_gemma":[0.00002794243,0.000024979256,0.000009999728,0.00019415277,0.000840484,0.0000085504025,0.00021278461,0.00004743416,1.2437037e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000072715484,0.000020096886,0.38801926,0.000004356023,0.0000011916725,2.7629262e-8,0.00040695444,6.6512825e-7,0.608624,0.00017098205,2.7989287e-7,0.002744957],"study_design_scores_gemma":[0.00013021096,0.00015091685,0.037148718,0.000013577861,0.000002381608,0.00000447014,0.00035288045,0.00008881025,0.96104324,0.0009889919,0.00004950008,0.000026324915],"about_ca_topic_score_codex":0.00018312465,"about_ca_topic_score_gemma":0.00005590535,"teacher_disagreement_score":0.35241926,"about_ca_system_score_codex":0.0000083887635,"about_ca_system_score_gemma":0.000018198632,"threshold_uncertainty_score":0.30967984},"labels":[],"label_agreement":null},{"id":"W2050803092","doi":"10.2166/wst.2009.214","title":"Recovering nutrients from wastewater treatment plants through struvite crystallization: CFD modelling of the hydrodynamics of UBC MAP fluidized-bed crystallizer","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Phosphorus and nutrient management","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"University of British Columbia","keywords":"Struvite; Computational fluid dynamics; Fluidized bed; Crystallization; Sedimentation; Chemistry; Wastewater; Mechanics; Chemical engineering; Waste management; Process engineering; Materials science; Environmental science; Engineering; Geology; Physics","score_opus":0.012210166409588538,"score_gpt":0.2041364339296298,"score_spread":0.19192626752004127,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2050803092","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99275166,0.00005175761,0.005325334,0.0005789031,0.00021773971,0.0004058365,0.000022954864,0.000059008886,0.000586797],"genre_scores_gemma":[0.9965689,0.00016752514,0.0030247115,0.000049866583,0.000008822777,0.000012513773,0.000009661506,0.00001038363,0.00014762532],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9978623,0.000021280186,0.00044827597,0.0005828614,0.0005520944,0.0005332077],"domain_scores_gemma":[0.9989289,0.000008985188,0.00017756093,0.0008152177,0.000020387704,0.000048945258],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019337422,0.00022237825,0.0002884734,0.00014628617,0.00023714772,0.00003076391,0.0010905665,0.00011492145,0.00012556935],"category_scores_gemma":[0.000006106555,0.00013378724,0.00008237026,0.0007164162,0.0008039535,0.00043269174,0.0005963984,0.00009051994,0.000023424123],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007495265,0.0003293516,0.007012325,0.000007703459,0.000018848199,0.0000057430952,0.0018073423,0.05565068,0.93324035,0.0007094987,0.000032130603,0.0011110574],"study_design_scores_gemma":[0.00061849284,0.00025119164,0.00019747451,0.000048951424,0.000021107735,0.0000023004166,0.00016886146,0.023438966,0.9541383,0.017507564,0.0034235422,0.00018326084],"about_ca_topic_score_codex":0.00037987388,"about_ca_topic_score_gemma":0.000032055643,"teacher_disagreement_score":0.032211717,"about_ca_system_score_codex":0.00031294298,"about_ca_system_score_gemma":0.000017759055,"threshold_uncertainty_score":0.5455685},"labels":[],"label_agreement":null},{"id":"W2050847606","doi":"10.2166/wst.2012.065","title":"Variability in nitrogen content of submerged aquatic vegetation: utility as an indicator of N dynamics within and among lakes","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Aquatic Ecosystems and Phytoplankton Dynamics","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; Fonds Québécois de la Recherche sur la Nature et les Technologies","keywords":"Aquatic plant; Nutrient; Ecology; Environmental science; Proxy (statistics); Vegetation (pathology); Ecosystem; Aquatic ecosystem; Indicator value; Spatial variability; Biology; Macrophyte","score_opus":0.010526404759242674,"score_gpt":0.2196023609328113,"score_spread":0.2090759561735686,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2050847606","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99816287,0.000014863747,0.0009784915,0.00006219829,0.000084530475,0.00026092748,0.0000040432797,0.000021385857,0.00041068642],"genre_scores_gemma":[0.9989593,0.0000014099312,0.000995942,0.0000084655285,0.000002912415,0.000017401813,0.0000029319983,0.0000043271584,0.0000072831112],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9985695,0.000087131055,0.00044110752,0.00030079013,0.00026662528,0.00033485936],"domain_scores_gemma":[0.9992761,0.00002566342,0.00018073853,0.00040791015,0.000014501581,0.00009508253],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002816991,0.00010440014,0.00024201909,0.00018977282,0.000068970076,0.000007235974,0.00039874602,0.000121550474,0.000047982503],"category_scores_gemma":[0.00016472506,0.000077046,0.000015432399,0.0005823853,0.0023030543,0.00043414562,0.00022362289,0.00012297105,0.000010773589],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005637656,0.00010402219,0.9733297,0.000019614174,0.0000021186738,4.0508002e-7,0.0016762345,0.000027395557,0.020327618,0.00382773,1.1554284e-7,0.00067940814],"study_design_scores_gemma":[0.0002415163,0.00017077872,0.8194867,0.000020581434,0.000012148934,0.000012230215,0.0010899645,0.07971397,0.07707598,0.022014508,0.00000455238,0.00015711642],"about_ca_topic_score_codex":0.00083475217,"about_ca_topic_score_gemma":0.002790269,"teacher_disagreement_score":0.15384305,"about_ca_system_score_codex":0.0001132907,"about_ca_system_score_gemma":0.000026892152,"threshold_uncertainty_score":0.8485699},"labels":[],"label_agreement":null},{"id":"W2051008924","doi":"10.2166/wst.2011.508","title":"An assessment of the checkpoint bioassay concept for full scale wastewater UV reactor validation","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Listeria monocytogenes in Food Safety","field":"Biochemistry, Genetics and Molecular Biology","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Bioassay; Scale (ratio); Monte Carlo method; Reliability engineering; Computer science; Process engineering; Environmental science; Biochemical engineering; Engineering; Statistics; Mathematics; Physics; Biology","score_opus":0.046946207706160446,"score_gpt":0.32991119622785126,"score_spread":0.28296498852169083,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2051008924","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9931718,0.00001307861,0.0052118213,0.00035275964,0.00044789707,0.0003700928,0.000020872028,0.000029207338,0.00038247518],"genre_scores_gemma":[0.9889842,0.0000032152586,0.010745415,0.000051993287,0.00004217352,0.000069309324,0.000023543304,0.000013201738,0.000066916684],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99872625,0.000034938002,0.0002641314,0.00047236693,0.00014913382,0.00035315432],"domain_scores_gemma":[0.99864924,0.0000021525702,0.00011185888,0.0010105162,0.00018187898,0.000044328815],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005098856,0.00012998535,0.00013554818,0.00012364816,0.00013309429,0.000017648348,0.0011246352,0.0001950949,0.00001723385],"category_scores_gemma":[0.000027441178,0.00007682534,0.00006560254,0.00022239558,0.0013655121,0.000020003234,0.000557519,0.00006499588,0.0000020751493],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024335652,0.00005624833,0.003694491,0.0000052434384,0.000006444711,1.5599934e-7,0.0002229295,0.0000059943873,0.99503565,0.0003180246,0.000009327547,0.00062113453],"study_design_scores_gemma":[0.0002540829,0.0006755287,0.0014294165,0.0000050885315,0.000012031206,0.000014108826,0.00017733546,0.00006680261,0.9947632,0.00072694966,0.0017518037,0.00012368597],"about_ca_topic_score_codex":0.00001282338,"about_ca_topic_score_gemma":0.000013054725,"teacher_disagreement_score":0.0055335946,"about_ca_system_score_codex":0.00003728517,"about_ca_system_score_gemma":0.00010580197,"threshold_uncertainty_score":0.50312865},"labels":[],"label_agreement":null},{"id":"W2052282086","doi":"10.2166/wst.2011.382","title":"Novel anaerobic digestion process with sludge ozonation for economically feasible power production from biogas","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Anaerobic Digestion and Biogas Production","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydromantis Environmental Software Solutions (Canada)","funders":"","keywords":"Anaerobic digestion; Biogas; Mesophile; Waste management; Incineration; Sewage sludge treatment; Sewage sludge; Pulp and paper industry; Environmental science; Sewage treatment; Electricity generation; Energy recovery; Biofuel; Chemistry; Engineering; Methane","score_opus":0.0165509461552095,"score_gpt":0.20922540639859263,"score_spread":0.19267446024338314,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2052282086","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9586773,0.00001672008,0.0377705,0.001021933,0.00072523125,0.0004388436,0.00000609013,0.0008386011,0.00050477183],"genre_scores_gemma":[0.98726237,0.0000075639896,0.012431594,0.000020734626,0.00004892972,0.00009729731,0.000022190761,0.000018986228,0.00009034715],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99886286,0.0000029237647,0.00018057904,0.00049168116,0.0001133322,0.00034860443],"domain_scores_gemma":[0.99942154,0.0000023510083,0.000042715124,0.00028522746,0.00019997402,0.00004819815],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021052749,0.00014960348,0.00012296627,0.0006070458,0.00017387843,0.000039445906,0.00029872212,0.0001331457,0.000027802473],"category_scores_gemma":[0.00003113656,0.00011009155,0.000020415548,0.00063046615,0.00043547057,0.0007107105,0.000030466685,0.00010967452,0.000040960997],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005522144,0.00011399367,0.0018097991,0.0000064663454,0.000015466954,5.7970857e-7,0.00082490407,0.0017925743,0.9648396,0.028497223,0.00007190511,0.0019722956],"study_design_scores_gemma":[0.0002795036,0.00022728054,0.0030291101,0.00001585272,0.000013568832,0.000021355721,0.0002052498,0.0003175287,0.9901671,0.0028150144,0.002695002,0.0002134311],"about_ca_topic_score_codex":0.000022230299,"about_ca_topic_score_gemma":0.000035740417,"teacher_disagreement_score":0.028585047,"about_ca_system_score_codex":0.0001357216,"about_ca_system_score_gemma":0.000041628333,"threshold_uncertainty_score":0.44894028},"labels":[],"label_agreement":null},{"id":"W2052891878","doi":"10.2166/wst.2012.404","title":"Recent advances in structure and reactivity of dissolved organic matter: radiation chemistry of non-isolated natural organic matter and selected model compounds","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality Monitoring and Analysis","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"The Scarborough Hospital; University of Toronto","funders":"Basic Energy Sciences; Division of Chemical, Bioengineering, Environmental, and Transport Systems; U.S. Department of Energy; National Science Foundation","keywords":"Chemistry; Radiolysis; Humus; Natural organic matter; Environmental chemistry; Reactivity (psychology); Humic acid; Dissolved organic carbon; Organic matter; Organic chemistry; Radical; Soil water; Ecology","score_opus":0.0037054794334069213,"score_gpt":0.2152894920664486,"score_spread":0.21158401263304166,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2052891878","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99911547,0.00019789735,0.0001432097,0.00039923852,0.000037431328,0.000062158666,0.0000030493825,0.000019350724,0.000022185042],"genre_scores_gemma":[0.9995055,0.00009913224,0.00033603777,0.000009894651,0.0000057821426,0.000002011626,0.0000046519567,0.000006175476,0.00003081007],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989574,0.000018367515,0.00022106651,0.00029484325,0.00017742063,0.00033092021],"domain_scores_gemma":[0.9995999,0.000008421606,0.00010079475,0.00021970947,0.000023672776,0.00004752338],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022774795,0.00011752598,0.00021198778,0.0001422086,0.000075559525,0.000013580373,0.00023434183,0.00010597168,0.00008507829],"category_scores_gemma":[0.000017914084,0.00008643542,0.000010268135,0.0010083334,0.00073720707,0.00052366627,0.00025782787,0.00016856473,0.0000050236586],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004910396,0.000021340948,0.3520694,0.000010613996,0.0000017858526,1.1051368e-7,0.00041728778,0.000025547804,0.646582,2.570219e-7,0.0000024563335,0.00086423964],"study_design_scores_gemma":[0.00014229573,0.000014478497,0.11390666,0.00000992915,0.00001004803,0.000010216869,0.000072107774,0.0027144835,0.88282347,0.00017514755,0.000020156947,0.00010099508],"about_ca_topic_score_codex":0.000038288614,"about_ca_topic_score_gemma":0.000009992722,"teacher_disagreement_score":0.23816276,"about_ca_system_score_codex":0.000101115074,"about_ca_system_score_gemma":0.000009596328,"threshold_uncertainty_score":0.35247344},"labels":[],"label_agreement":null},{"id":"W2052956383","doi":"10.2166/wst.2012.125","title":"Dynamic mass balancing for wastewater treatment data quality control using CUSUM charts","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Advanced Statistical Process Monitoring","field":"Decision Sciences","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"CUSUM; Statistical process control; Computer science; Measure (data warehouse); Control chart; Process (computing); Data mining; Statistics; Mathematics","score_opus":0.19546120499895386,"score_gpt":0.4739639668738455,"score_spread":0.27850276187489165,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2052956383","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.37950107,0.00009922843,0.6169994,0.0015201792,0.0012011904,0.00038400275,0.000102156795,0.00014498891,0.0000477682],"genre_scores_gemma":[0.93427485,0.0000019067829,0.0653393,0.00004491095,0.0000781468,0.000048471647,0.000006550752,0.000015914662,0.00018994037],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9957052,0.000066030894,0.00072002684,0.0011288624,0.0009447577,0.0014351115],"domain_scores_gemma":[0.9969878,0.00038712157,0.00019391798,0.0019182154,0.00030080034,0.0002121374],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0045000766,0.0002430743,0.00046768077,0.00076109706,0.00067649386,0.00020900527,0.002612889,0.00013716215,0.000030542527],"category_scores_gemma":[0.0026249858,0.00014121892,0.00004671696,0.0010173443,0.0011484893,0.0019530464,0.00068298937,0.00013909071,0.0001270588],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000058700472,0.00012762006,0.029262979,0.000014260515,0.000015976218,0.0000070078104,0.0008340473,0.0006730908,0.91133595,0.0036311683,0.000019435305,0.05401974],"study_design_scores_gemma":[0.00213204,0.00035675394,0.0013408957,0.000038796177,0.00007041504,0.00006710326,0.002706024,0.24068628,0.5785648,0.15876146,0.014341807,0.0009336297],"about_ca_topic_score_codex":0.000016224792,"about_ca_topic_score_gemma":0.000007821681,"teacher_disagreement_score":0.55477375,"about_ca_system_score_codex":0.00039595048,"about_ca_system_score_gemma":0.00009826349,"threshold_uncertainty_score":0.57587403},"labels":[],"label_agreement":null},{"id":"W2053059515","doi":"10.2166/wst.2007.604","title":"Benchmark simulation model no 2: general protocol and exploratory case studies","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":300,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Canada Research Chairs","keywords":"Clarifier; Benchmark (surveying); Benchmarking; Activated sludge model; Activated sludge; Control (management); Protocol (science); Engineering; Sewage treatment; Implementation; Computer science; Systems engineering; Process engineering; Operations research; Waste management; Software engineering","score_opus":0.02298321205269008,"score_gpt":0.2988750348803367,"score_spread":0.27589182282764657,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2053059515","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99279606,0.000007789718,0.0008402817,0.00010374122,0.000054910026,0.0055636843,7.5073115e-7,0.00011956638,0.0005132304],"genre_scores_gemma":[0.9809928,0.0000010057663,0.016391955,0.00005610276,0.000019853793,0.002159309,6.1420457e-7,0.000007973262,0.00037041347],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99852246,0.000010596226,0.00019863904,0.00048130142,0.0002456985,0.0005413311],"domain_scores_gemma":[0.9995523,0.0000100068855,0.000039448398,0.00027741274,0.000033927434,0.0000868789],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00060102204,0.0001577566,0.00013383958,0.00026230328,0.00044107437,0.000032167805,0.00023707986,0.0000874771,0.000048977745],"category_scores_gemma":[0.00002135707,0.00010127577,0.000019789373,0.00047493735,0.0017159124,0.0005218575,0.0005840595,0.000090614354,0.0001602548],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007497708,0.00014574062,0.021332672,0.000015899554,0.000016348087,0.0013849352,0.0032618095,0.01806708,0.9435471,0.0002538371,0.00009075077,0.011808844],"study_design_scores_gemma":[0.0007438704,0.00030500678,0.00016967968,0.000007655652,0.000016042712,0.0007010505,0.0005633524,0.086059846,0.904149,0.0054138326,0.0015273328,0.00034334944],"about_ca_topic_score_codex":0.000013905882,"about_ca_topic_score_gemma":0.00003644793,"teacher_disagreement_score":0.06799277,"about_ca_system_score_codex":0.00017432052,"about_ca_system_score_gemma":0.000011064009,"threshold_uncertainty_score":0.63223505},"labels":[],"label_agreement":null},{"id":"W2053552676","doi":"10.2166/wst.2007.167","title":"Odourous algal-derived alkenes: differences in stability and treatment responses in drinking water","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality Monitoring and Analysis","field":"Environmental Science","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Calgary; Environment and Climate Change Canada; Health Canada","funders":"","keywords":"Environmental science; Stability (learning theory); Water treatment; Waste management; Environmental engineering; Environmental chemistry; Chemistry; Engineering; Computer science","score_opus":0.030459565150715497,"score_gpt":0.26047199584929587,"score_spread":0.23001243069858038,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2053552676","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977825,0.000016815731,0.000121956386,0.0017352299,0.000048761383,0.00012816708,6.1595733e-7,0.00007924094,0.00008670865],"genre_scores_gemma":[0.9994539,0.000014763034,0.00041360577,0.000027738663,0.000011425603,0.000015107506,7.7645757e-7,0.000005518739,0.000057167166],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99781275,0.00006993974,0.00033789442,0.0006935362,0.00027777313,0.0008080971],"domain_scores_gemma":[0.9995059,0.00003669829,0.000029429535,0.00032827628,0.000009281468,0.00009042835],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015585584,0.00017412879,0.00025713572,0.0005166559,0.00018025114,0.00005824954,0.00044919856,0.00011691458,0.00006779237],"category_scores_gemma":[0.000048709957,0.00009962263,0.000025837287,0.0007944723,0.0015736835,0.00025096472,0.00044689522,0.00013884877,0.000040162715],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013667293,0.000046798243,0.5236333,0.0000011856354,0.0000010645122,0.00002298573,0.0040980545,0.000011633446,0.46946883,0.0000034462598,1.0186699e-7,0.0026989484],"study_design_scores_gemma":[0.00024825617,0.00013464643,0.176654,0.000008186266,0.0000035409355,0.0000053931776,0.0012340347,0.00009664764,0.820895,0.0004980148,0.000078572826,0.00014370593],"about_ca_topic_score_codex":0.0018371827,"about_ca_topic_score_gemma":0.00078372215,"teacher_disagreement_score":0.35142615,"about_ca_system_score_codex":0.0003459705,"about_ca_system_score_gemma":0.000009904327,"threshold_uncertainty_score":0.5798302},"labels":[],"label_agreement":null},{"id":"W2053616311","doi":"10.2166/wst.2011.481","title":"A sewer ventilation model applying conservation of momentum","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Australian Research Council","keywords":"Drag; Sanitary sewer; Momentum (technical analysis); Outfall; Environmental science; Buoyancy; Ventilation (architecture); Conservation of mass; Mechanics; Marine engineering; Wastewater; Environmental engineering; Meteorology; Engineering; Physics","score_opus":0.027375117770020243,"score_gpt":0.21250072604342746,"score_spread":0.1851256082734072,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2053616311","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9290337,0.0000032862592,0.059397504,0.0003054378,0.00009510044,0.00029330095,0.0000010577223,0.00014457495,0.010726041],"genre_scores_gemma":[0.98997754,0.000001306921,0.009199678,0.000057746736,0.000002354812,0.00007045879,0.000001596943,0.000005848231,0.00068347517],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988432,0.000006850387,0.00020216085,0.00031929612,0.0002823422,0.0003461574],"domain_scores_gemma":[0.9994927,0.0000017079229,0.0000703939,0.00037960027,0.000021591231,0.00003399102],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034328413,0.000085987886,0.00008968153,0.00038967055,0.00018884758,0.000010505387,0.00055016484,0.000059015227,0.00031295078],"category_scores_gemma":[0.000011762027,0.00006897132,0.000022105804,0.0008996349,0.0013354139,0.00056782144,0.0005753926,0.00006937863,0.00024172656],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010702481,0.00012741602,0.12527674,0.000006672702,0.0000051181332,0.0000020617363,0.0025686484,0.0018537589,0.8606857,0.007531034,0.00037008175,0.0015620552],"study_design_scores_gemma":[0.00024314912,0.00009533651,0.017221263,0.0000102759,0.000022199554,0.0000051684196,0.0002544023,0.071198314,0.8730506,0.03515579,0.0025071998,0.00023632875],"about_ca_topic_score_codex":0.00012065013,"about_ca_topic_score_gemma":0.00002075472,"teacher_disagreement_score":0.10805549,"about_ca_system_score_codex":0.00014273655,"about_ca_system_score_gemma":0.0000100130665,"threshold_uncertainty_score":0.49203882},"labels":[],"label_agreement":null},{"id":"W2053921657","doi":"10.2166/wst.2010.114","title":"Treatment of synthetic kraft evaporator condensate using thermophilic and mesophilic membrane aerated biofilm reactors","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Mesophile; Thermophile; Chemistry; Aeration; Kraft paper; Chemical oxygen demand; Pulp and paper industry; Wastewater; Waste management; Organic chemistry; Biology; Bacteria","score_opus":0.01192302953802671,"score_gpt":0.23013003673045088,"score_spread":0.21820700719242417,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2053921657","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985957,0.000038542465,0.00000362233,0.0005527915,0.00016539551,0.0003185885,0.0000057959965,0.00011443394,0.00020513832],"genre_scores_gemma":[0.99798167,0.000015924908,0.0018273676,0.000012657341,0.000014381683,0.000015011535,0.0000027037709,0.000017077966,0.00011322803],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998181,0.000024762869,0.0002751631,0.0006402079,0.00029156698,0.0005872857],"domain_scores_gemma":[0.9991451,0.00001310006,0.000093240764,0.0005915162,0.000026574357,0.00013049052],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00021309342,0.00026364758,0.00030845287,0.00040643,0.00026495373,0.000040093604,0.00043704038,0.00018392522,0.00032209835],"category_scores_gemma":[0.000014195684,0.00016007943,0.000049754584,0.00086711626,0.0034603325,0.0002613072,0.00024979818,0.00011427816,0.000074042975],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012071987,0.00011248842,0.013092115,0.0000024486687,0.000011469346,0.000028775385,0.0003930413,0.0000098802775,0.984948,0.00009033946,5.274965e-7,0.0012988697],"study_design_scores_gemma":[0.00046794667,0.00032996215,0.00061033515,0.000004304641,0.00004161317,0.00025174857,0.000087192624,0.00087802525,0.99608296,0.0007954831,0.0002666389,0.00018377698],"about_ca_topic_score_codex":0.00020213793,"about_ca_topic_score_gemma":0.000036301124,"teacher_disagreement_score":0.01248178,"about_ca_system_score_codex":0.000103959,"about_ca_system_score_gemma":0.000034679328,"threshold_uncertainty_score":0.99925166},"labels":[],"label_agreement":null},{"id":"W2054822674","doi":"10.2166/wst.2008.001","title":"Plasticizers and related toxic degradation products in wastewater sludges","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Effects and risks of endocrine disrupting chemicals","field":"Environmental Science","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"McGill University; Institut National de la Recherche Scientifique","funders":"","keywords":"Plasticizer; Phthalate; Biodegradation; Chemistry; Sewage; Environmental chemistry; Sewage sludge; Sewage treatment; Adipate; Wastewater; Effluent; Pollutant; Waste management; Pulp and paper industry; Organic chemistry","score_opus":0.008230699438517947,"score_gpt":0.2568776761912289,"score_spread":0.24864697675271097,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2054822674","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99624616,0.000025262681,0.0000065899676,0.002301315,0.000086725,0.00014326004,3.3854835e-7,0.00009798409,0.0010923952],"genre_scores_gemma":[0.9984226,0.000025473668,0.0009897534,0.00002667558,0.000004632581,0.000012662117,0.0000014924536,0.00000636704,0.0005103357],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99868095,0.000011988095,0.00016980279,0.0004836571,0.00018846619,0.00046513174],"domain_scores_gemma":[0.999668,0.000013960681,0.000030811956,0.00022854298,0.0000094222,0.00004927573],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002401004,0.00011042494,0.00012036088,0.00027387717,0.00021268663,0.000015782533,0.00031658632,0.00007101468,0.000063661086],"category_scores_gemma":[0.00015760926,0.00006928461,0.000009947275,0.00084522844,0.0021609163,0.00030028733,0.00036326685,0.0001548097,0.00014147128],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000035924131,0.00002918477,0.04801825,0.0000032809546,7.0956946e-7,0.000037757418,0.00038879184,0.000119411765,0.95025855,0.000056588324,0.000053200387,0.0010306626],"study_design_scores_gemma":[0.0002262641,0.000071565075,0.011125598,0.000009800022,0.000002334496,0.00022564885,0.00007042587,0.00034165147,0.9864214,0.0008842815,0.00048790133,0.00013313742],"about_ca_topic_score_codex":0.000060687096,"about_ca_topic_score_gemma":0.000009076181,"teacher_disagreement_score":0.036892653,"about_ca_system_score_codex":0.000075046206,"about_ca_system_score_gemma":0.00000950937,"threshold_uncertainty_score":0.7961986},"labels":[],"label_agreement":null},{"id":"W2055635595","doi":"10.2166/wst.2010.152","title":"Adsorption and recovery of nonylphenol ethoxylate on a crosslinked β-cyclodextrin-carboxymethylcellulose polymer","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Polymer Science and PVC","field":"Materials Science","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Adsorption; Nonylphenol; Polymer; Langmuir adsorption model; Aqueous solution; Chemistry; Fourier transform infrared spectroscopy; Chemical engineering; Cyclodextrin; Nuclear chemistry; Chromatography; Organic chemistry","score_opus":0.009001908013320587,"score_gpt":0.24564520807032647,"score_spread":0.23664330005700587,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2055635595","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9950856,0.00011624058,0.0003169082,0.0010708052,0.0010251708,0.00019474936,0.000008349383,0.00018799849,0.0019941963],"genre_scores_gemma":[0.9979713,0.000023898863,0.0012036469,0.00019969503,0.000047037403,0.00002440903,9.1903297e-7,0.000012915105,0.00051619665],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99736756,0.000035545,0.00039198078,0.0008487909,0.00051024416,0.0008458757],"domain_scores_gemma":[0.99862707,0.000050158043,0.00014878616,0.0008988688,0.00012302234,0.0001520819],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0012631882,0.0002258262,0.00030276124,0.0011344864,0.00032431952,0.00010229825,0.0012598723,0.00028938215,0.00019999524],"category_scores_gemma":[0.0001369885,0.00015781108,0.00004982827,0.001275128,0.004184266,0.0006576922,0.0004929508,0.00039941023,0.00023528104],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000032472555,0.0000504339,0.00079596724,0.000005591189,0.0000013098223,0.0000036116453,0.00039897082,0.0000035470766,0.9868623,0.0037177745,0.0000062649538,0.008121784],"study_design_scores_gemma":[0.00027430296,0.00030576912,0.00063611654,0.000017028608,0.000007434837,0.00004175057,0.00006678301,0.00016065918,0.99222505,0.0057671587,0.00027744556,0.00022051795],"about_ca_topic_score_codex":0.00011252208,"about_ca_topic_score_gemma":0.000032414348,"teacher_disagreement_score":0.007901266,"about_ca_system_score_codex":0.000028500835,"about_ca_system_score_gemma":0.00014657794,"threshold_uncertainty_score":0.9985258},"labels":[],"label_agreement":null},{"id":"W2055714185","doi":"10.2166/wst.2007.581","title":"Generating efficient executable models for complex virtual experimentation with the Tornado kernel","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Modeling and Simulation Systems","field":"Computer Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Canada Research Chairs","keywords":"Executable; Computer science; Kernel (algebra); Implementation; Scope (computer science); Domain (mathematical analysis); Tornado; Software engineering; Programming language; Mathematics","score_opus":0.03462083193372166,"score_gpt":0.28267434985055656,"score_spread":0.2480535179168349,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2055714185","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.32008898,0.0000159571,0.6782875,0.000853679,0.00015181629,0.00024862672,4.5269272e-7,0.00018520952,0.00016779086],"genre_scores_gemma":[0.93062276,2.0355179e-7,0.06890779,0.00022708761,0.00003677215,0.00005028284,0.0000012550943,0.0000067647857,0.00014706355],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982276,0.000015999316,0.00025503893,0.00051372114,0.00042182405,0.00056579453],"domain_scores_gemma":[0.99898744,0.000037024583,0.00007956692,0.00058312557,0.00025563448,0.000057239413],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014980637,0.00012450991,0.00012929317,0.0003740916,0.0008669348,0.00024670252,0.0012490241,0.00006371429,0.0000018382746],"category_scores_gemma":[0.000010944572,0.000068122856,0.000025075766,0.00082853116,0.000375922,0.00036063083,0.00023507902,0.00008366209,0.000008802621],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000064266824,0.000019752442,0.000028948565,0.0000015901234,0.00000228957,0.000001303587,0.003570488,0.70818996,0.23819986,0.04597109,0.000033834247,0.0039744712],"study_design_scores_gemma":[0.00022372908,0.00011316449,0.0000046729497,0.000004693592,0.0000014408703,0.000017431883,0.0007981995,0.8412011,0.1563785,0.00064801256,0.00050474046,0.00010430597],"about_ca_topic_score_codex":0.000027007096,"about_ca_topic_score_gemma":0.000008171706,"teacher_disagreement_score":0.61053383,"about_ca_system_score_codex":0.00010236525,"about_ca_system_score_gemma":0.00006733414,"threshold_uncertainty_score":0.6667849},"labels":[],"label_agreement":null},{"id":"W2055985912","doi":"10.2166/wst.2008.019","title":"Application of molecular technologies to monitor the microbial content of biosolids and composted biosolids","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Microplastics and Plastic Pollution","field":"Environmental Science","cited_by":31,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Moncton","funders":"","keywords":"Biosolids; Compost; Microorganism; Environmental science; Biotechnology; Waste management; Bacteria; Biology; Agronomy; Environmental engineering; Engineering","score_opus":0.008735913073723036,"score_gpt":0.19965382130836257,"score_spread":0.19091790823463953,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2055985912","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98147327,0.000026820368,0.015935589,0.002141868,0.0000605792,0.00023793179,0.0000100625175,0.00005796577,0.000055920707],"genre_scores_gemma":[0.99766356,0.000013588058,0.0022561597,0.000035961188,0.0000024208573,0.000013184679,7.96961e-7,0.0000036877946,0.00001063147],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990805,0.00000882066,0.00021066293,0.00026760896,0.0001729311,0.00025947226],"domain_scores_gemma":[0.9995248,0.000013178374,0.0000684765,0.00033311677,0.000032203672,0.000028256614],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00016916297,0.00009183135,0.00013553772,0.00023854067,0.00016867646,0.0000064495894,0.000580075,0.00009439866,0.0000065313334],"category_scores_gemma":[0.00005622466,0.00005526593,0.000017473136,0.00084662595,0.003926296,0.00005268126,0.0005885506,0.00008212406,0.00002585099],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000073970727,0.000023310708,0.0050030504,0.0000024342435,0.0000017952749,0.0000012084736,0.00018549443,0.00010193534,0.99124146,0.00044187927,0.000015842861,0.0029741956],"study_design_scores_gemma":[0.00010422817,0.00014448023,0.0046553207,0.0000060465422,0.000005085707,0.00005129678,0.00013494419,0.000621618,0.99342483,0.0004030806,0.00037641166,0.000072678646],"about_ca_topic_score_codex":0.00013934121,"about_ca_topic_score_gemma":0.000009032164,"teacher_disagreement_score":0.016190307,"about_ca_system_score_codex":0.000039150484,"about_ca_system_score_gemma":0.000009271929,"threshold_uncertainty_score":0.9987844},"labels":[],"label_agreement":null},{"id":"W2056315154","doi":"10.2166/wst.2010.028","title":"A pilot study of anaerobic membrane digesters for concurrent thickening and digestion of waste activated sludge (WAS)","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Environment and Climate Change Canada; University of Waterloo","funders":"","keywords":"Anaerobic digestion; Activated sludge; Volatile suspended solids; Filtration (mathematics); Hydraulic retention time; Chemistry; Membrane fouling; Mixed liquor suspended solids; Pulp and paper industry; Bioreactor; Biogas; Suspended solids; Methanogenesis; Waste management; Anaerobic exercise; Biomass (ecology); Fouling; Sewage treatment; Wastewater; Environmental science; Environmental engineering; Methane; Membrane; Biology; Mathematics; Ecology; Engineering","score_opus":0.019683306691142908,"score_gpt":0.26224122221136414,"score_spread":0.24255791552022124,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2056315154","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99793357,0.000005039828,0.00037885076,0.00039894253,0.00023907042,0.0007776954,0.0000030038398,0.00016646828,0.00009735412],"genre_scores_gemma":[0.9987958,0.000004944369,0.0010689243,0.000009368412,0.000003877808,0.00007374462,0.000001590158,0.000008977122,0.000032785323],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99841124,0.000018589495,0.0003586242,0.00051565137,0.0003132937,0.00038260946],"domain_scores_gemma":[0.99916685,0.00004579642,0.00018733458,0.00050306774,0.00004966353,0.000047272406],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00060060975,0.00015703547,0.00026775865,0.00050947716,0.00020088154,0.000021837572,0.00076424296,0.00009295406,0.000032209515],"category_scores_gemma":[0.00022378653,0.00011424885,0.000018246334,0.00096527,0.002824705,0.00040522043,0.0005807349,0.00024936712,0.0000057516518],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026580212,0.00021071894,0.011564714,0.000012537589,0.0000040818086,6.1104845e-7,0.0007775488,0.00014245871,0.98402274,0.0005013199,0.000004117119,0.0027326015],"study_design_scores_gemma":[0.00062098325,0.0022652056,0.0027298373,0.000011679915,0.000012474754,0.0000074256996,0.001214687,0.00033241473,0.9921695,0.00043585486,0.000068561516,0.00013137999],"about_ca_topic_score_codex":0.000117070806,"about_ca_topic_score_gemma":0.00024932294,"teacher_disagreement_score":0.008834877,"about_ca_system_score_codex":0.000039040253,"about_ca_system_score_gemma":0.000018466148,"threshold_uncertainty_score":0.999889},"labels":[],"label_agreement":null},{"id":"W2057914983","doi":"10.2166/wst.2009.225","title":"Wastewater treatment modelling: dealing with uncertainties","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Systems and Optimization","field":"Engineering","cited_by":92,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Relevance (law); Computer science; Context (archaeology); Reliability (semiconductor); Uncertainty analysis; Risk analysis (engineering); Management science; Operations research; Engineering; Simulation","score_opus":0.010745523027764596,"score_gpt":0.19196094745331338,"score_spread":0.18121542442554878,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2057914983","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89338773,0.00009613507,0.10184858,0.0006996674,0.000162109,0.0001653037,6.40451e-7,0.00091784814,0.0027219604],"genre_scores_gemma":[0.9939662,0.000019279432,0.00561273,0.000010875858,0.000019511781,0.000012050344,0.0000017535494,0.0000102935865,0.0003472582],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991168,0.0000023455198,0.0001337748,0.00022374697,0.00012101838,0.0004023521],"domain_scores_gemma":[0.9996365,0.000001158168,0.0000111483805,0.00026717174,0.000043720593,0.000040320734],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007522531,0.00013673457,0.000132579,0.00046528055,0.00013794473,0.000066763925,0.0002262665,0.000071838316,0.0000058969063],"category_scores_gemma":[6.1653833e-7,0.00007599301,0.000015260055,0.00035480873,0.0001662526,0.0002180852,0.000017443701,0.00005415205,0.00002498119],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002658011,0.0000073914084,0.00009071272,0.0000028399268,0.0000038798585,0.0000073809792,0.0006790411,0.9787842,0.017821493,0.0014697206,0.000006552034,0.0011241442],"study_design_scores_gemma":[0.00016221034,0.00024190095,0.000004294606,0.000015462803,0.000005974839,0.000031521453,0.00013541381,0.36258757,0.632973,0.0010830287,0.002607969,0.0001516168],"about_ca_topic_score_codex":0.000016445463,"about_ca_topic_score_gemma":0.000013026907,"teacher_disagreement_score":0.61619663,"about_ca_system_score_codex":0.00010146007,"about_ca_system_score_gemma":0.000010543659,"threshold_uncertainty_score":0.3098905},"labels":[],"label_agreement":null},{"id":"W2059917312","doi":"10.2166/wst.2008.018","title":"Impact of polymer-sludge interaction on rheogram peaks and optimum dose determination","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Rheology and Fluid Dynamics Studies","field":"Chemical Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Polymer; Flocculation; Rheometry; Materials science; Rheology; Chromatography; Chemical engineering; Analytical Chemistry (journal); Chemistry; Composite material; Environmental science; Environmental engineering","score_opus":0.010469320948737716,"score_gpt":0.26574343286409574,"score_spread":0.25527411191535804,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2059917312","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99120545,0.00006020384,0.0075437413,0.00022618311,0.000106891035,0.00005887953,0.000001367754,0.000118597774,0.00067866314],"genre_scores_gemma":[0.99911374,0.000046053803,0.00053671957,0.000009981036,0.0000086181435,0.000009699184,0.00000139359,0.000005677153,0.0002681112],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992239,0.00000575397,0.00015199855,0.00024283111,0.00009603904,0.0002795092],"domain_scores_gemma":[0.99965477,0.000020297537,0.000036996807,0.00019734087,0.000058464535,0.000032122898],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000103472245,0.00010586416,0.00014916394,0.00056873227,0.0001631008,0.0000053788394,0.00021007401,0.00012424434,0.000012067662],"category_scores_gemma":[0.00006483424,0.00007310723,0.000035122008,0.0003746008,0.0011759691,0.00016281841,0.0001619453,0.00017928185,0.000011532226],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024540552,0.000049091544,0.010311973,0.000004247862,0.000008975512,0.000008123225,0.000515166,0.00026814878,0.98108,0.0024490373,0.0000042620063,0.0052764663],"study_design_scores_gemma":[0.00033506504,0.000532544,0.008328902,0.000016869817,0.000007759677,0.00020478328,0.00007087916,0.15849179,0.831519,0.0003262809,0.000009156895,0.00015695504],"about_ca_topic_score_codex":0.000028414512,"about_ca_topic_score_gemma":0.0000022432873,"teacher_disagreement_score":0.15822364,"about_ca_system_score_codex":0.000064333304,"about_ca_system_score_gemma":0.000015065996,"threshold_uncertainty_score":0.43329072},"labels":[],"label_agreement":null},{"id":"W2061766016","doi":"10.2166/wst.2012.106","title":"Experimental and CFD simulation studies of wall shear stress for different impeller configurations and MBR activated sludge","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"British Columbia Institute of Technology","funders":"","keywords":"Computational fluid dynamics; Shear stress; Impeller; Membrane fouling; Membrane; Materials science; Fouling; Membrane bioreactor; Filtration (mathematics); Mechanics; Mechanical engineering; Process engineering; Engineering; Chemistry; Composite material; Mathematics; Physics","score_opus":0.03407832859295611,"score_gpt":0.3141978886957269,"score_spread":0.2801195601027708,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2061766016","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977008,0.00019248632,0.00072031416,0.00066911353,0.00008115742,0.00039939667,0.0000045164393,0.00011612271,0.00011608395],"genre_scores_gemma":[0.9991265,0.000019516128,0.00067586655,0.000024794936,0.000004996474,0.000064151085,0.0000024150097,0.0000058636983,0.00007591721],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989879,0.000011899482,0.00019641272,0.00029391111,0.00016393325,0.00034590604],"domain_scores_gemma":[0.99959147,0.000041313528,0.00006709707,0.00022788315,0.00002554051,0.000046706005],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018429552,0.00012511517,0.00017371717,0.00022323345,0.00026236326,0.000019840842,0.00021451013,0.000101721045,0.00005921647],"category_scores_gemma":[0.00008647751,0.00008427594,0.00001421879,0.00027192797,0.002385861,0.0005012272,0.0003799037,0.00006754173,0.0000081776725],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008249284,0.000052823874,0.009784683,0.00000749439,0.000004972061,9.074463e-8,0.0016456405,0.0001442053,0.9864264,0.0008434887,0.000015718422,0.0010661987],"study_design_scores_gemma":[0.00023831766,0.00014666443,0.0050849263,0.000006102268,0.0000067700666,0.000003110855,0.0018771087,0.0019214436,0.98959494,0.00065959163,0.00035318293,0.000107871885],"about_ca_topic_score_codex":0.000010918656,"about_ca_topic_score_gemma":0.000004050887,"teacher_disagreement_score":0.004699757,"about_ca_system_score_codex":0.00007315027,"about_ca_system_score_gemma":0.000004227051,"threshold_uncertainty_score":0.8790804},"labels":[],"label_agreement":null},{"id":"W2062622427","doi":"10.2166/wst.2014.500","title":"Population balance models: a useful complementary modelling framework for future WWTP modelling","year":2014,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Coagulation and Flocculation Studies","field":"Environmental Science","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Computer science; Population; Process modeling; Biochemical engineering; Risk analysis (engineering); Work in process; Engineering","score_opus":0.03528884208956525,"score_gpt":0.26146405464992883,"score_spread":0.22617521256036358,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2062622427","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.28111985,0.000017899909,0.71579516,0.002145446,0.00020018773,0.00023397841,0.0000031265924,0.00016695393,0.0003173847],"genre_scores_gemma":[0.8459216,0.0000092294185,0.15354986,0.0003253394,0.00007638345,0.000048601494,0.000012494705,0.000011541323,0.000045001158],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99814796,0.000016685522,0.00030181315,0.00061264564,0.0003836197,0.0005372871],"domain_scores_gemma":[0.99935204,0.00002782968,0.00008051339,0.00043112802,0.000042554457,0.00006594021],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005396374,0.00017004948,0.00020542086,0.00025942991,0.00079389336,0.000057643345,0.0005000191,0.0001288999,0.00010350818],"category_scores_gemma":[0.000013211063,0.00013448243,0.00005044851,0.0007435196,0.0004551568,0.0005630884,0.00035859967,0.00014643269,0.0000620668],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000085558295,0.00001755549,0.014230375,0.000003722661,0.000002501379,1.4170054e-7,0.00064831367,0.94667715,0.00058157614,0.035065386,0.000034125158,0.0027305742],"study_design_scores_gemma":[0.00013909696,0.000026007414,0.00042534247,0.000007190871,0.000005741113,0.0000017834684,0.00017617515,0.74464214,0.0008347784,0.24882708,0.0047644153,0.00015024687],"about_ca_topic_score_codex":0.0000927552,"about_ca_topic_score_gemma":0.000023477749,"teacher_disagreement_score":0.5648017,"about_ca_system_score_codex":0.00015039828,"about_ca_system_score_gemma":0.000005595147,"threshold_uncertainty_score":0.6106066},"labels":[],"label_agreement":null},{"id":"W2063464156","doi":"10.2166/wst.2011.609","title":"Low temperature biological phosphorus removal and partial nitrification in a pilot sequencing batch reactor system","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":41,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Nitrification; Sequencing batch reactor; Phosphorus; Chemistry; Nitrite; Aeration; Enhanced biological phosphorus removal; Environmental chemistry; Oxidizing agent; Ammonia; Pulp and paper industry; Environmental engineering; Activated sludge; Nitrate; Environmental science; Sewage treatment; Nitrogen; Organic chemistry","score_opus":0.023868355438298915,"score_gpt":0.20798260440011088,"score_spread":0.18411424896181197,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2063464156","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985115,0.000044037904,0.000023721032,0.00017441672,0.0001202945,0.00027940777,0.0000017896932,0.00019065443,0.000654169],"genre_scores_gemma":[0.99570674,0.000014141446,0.0041353176,0.000026186186,0.000014250362,0.00004014753,0.0000029478026,0.000008430716,0.000051859577],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981663,0.000039503877,0.0002518852,0.000697593,0.00021968491,0.00062501774],"domain_scores_gemma":[0.9994654,0.000006522988,0.00005118498,0.0003665826,0.000013905387,0.00009639545],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00051665655,0.00018867393,0.00019757137,0.00026897204,0.00019844127,0.000042521842,0.0005022452,0.00018219286,0.000065840664],"category_scores_gemma":[0.000020931338,0.000117578245,0.00002262757,0.00089882314,0.0013152346,0.000327068,0.00033928815,0.00020378428,0.00020286972],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004305715,0.00006264033,0.032175105,0.000003045893,0.0000020379628,0.0001359929,0.0007689286,0.0000016125305,0.96546215,0.00036022952,0.0000035805365,0.0009816348],"study_design_scores_gemma":[0.00032152614,0.0003125394,0.006812327,0.000018390581,0.000005594389,0.00036987505,0.0006276828,0.00017471785,0.9906838,0.00036862105,0.0001283097,0.00017664634],"about_ca_topic_score_codex":0.00042178962,"about_ca_topic_score_gemma":0.000029239985,"teacher_disagreement_score":0.025362778,"about_ca_system_score_codex":0.00041579356,"about_ca_system_score_gemma":0.000025000307,"threshold_uncertainty_score":0.48460364},"labels":[],"label_agreement":null},{"id":"W2063697750","doi":"10.2166/wst.2008.135","title":"monEAU: a platform for water quality monitoring networks","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality Monitoring and Analysis","field":"Environmental Science","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Flexibility (engineering); Standardization; Environmental monitoring; Quality (philosophy); Set (abstract data type); Computer science; Network monitoring; Data quality; Continuous monitoring; Risk analysis (engineering); Systems engineering; Engineering; Operations management; Environmental engineering; Business","score_opus":0.041709464773611725,"score_gpt":0.28389063568278977,"score_spread":0.24218117090917804,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2063697750","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9908762,0.000015456202,0.006840903,0.0010442004,0.0004481204,0.00017763804,0.00000144707,0.0003146913,0.00028132967],"genre_scores_gemma":[0.99578863,0.000011698527,0.002916752,0.000024247101,0.00013210857,0.00008384109,0.0000035857993,0.00001516787,0.0010239887],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.997209,0.00001946377,0.00039099695,0.000734973,0.00047085888,0.0011746978],"domain_scores_gemma":[0.999086,0.000020111433,0.000051898067,0.000666712,0.000036856527,0.0001384097],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011937126,0.00021073218,0.0002809887,0.0003094399,0.0011731274,0.000060170925,0.0010689063,0.00018534159,0.00006518309],"category_scores_gemma":[0.000040952258,0.0001282698,0.000104626386,0.000774509,0.0019273367,0.00053405104,0.0007149521,0.00021869631,0.00030267492],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020060215,0.00008718747,0.11114285,0.00000684955,0.000012705456,0.000014430389,0.0021571012,0.005092933,0.8780671,0.000119790806,0.00008538775,0.0031936462],"study_design_scores_gemma":[0.00022970868,0.00007935802,0.0026945213,0.0000060285884,0.00001092633,0.000025494193,0.00022117599,0.0010893933,0.99003047,0.0020471746,0.0032856269,0.00028009553],"about_ca_topic_score_codex":0.00034905478,"about_ca_topic_score_gemma":0.0000034690972,"teacher_disagreement_score":0.11196344,"about_ca_system_score_codex":0.00024511735,"about_ca_system_score_gemma":0.000010429855,"threshold_uncertainty_score":0.90228665},"labels":[],"label_agreement":null},{"id":"W2063747917","doi":"10.2166/wst.2009.625","title":"Nutrient removal in an electrically enhanced membrane bioreactor","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":48,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University; University of Manitoba","funders":"","keywords":"Membrane bioreactor; Bioreactor; Membrane; Waste management; Chemistry; Environmental science; Engineering; Biochemistry","score_opus":0.006638184581569585,"score_gpt":0.22398988881781032,"score_spread":0.21735170423624073,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2063747917","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9958692,0.000014906797,0.00015698343,0.0014217801,0.00007532268,0.00025057382,5.9774806e-7,0.0002092677,0.0020013212],"genre_scores_gemma":[0.9930633,0.000008235381,0.0065126503,0.00016767546,0.000015421356,0.0000131929955,0.0000034954387,0.0000076987535,0.00020835473],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9976172,0.000023856692,0.000256144,0.00074305286,0.00041375562,0.00094598724],"domain_scores_gemma":[0.999273,0.000004606862,0.000040529972,0.0005257457,0.000015306387,0.00014079605],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033691208,0.00020096063,0.00020636267,0.0006154383,0.00017644631,0.00005682283,0.0009843977,0.00014631604,0.00020605305],"category_scores_gemma":[0.000017210947,0.00013506575,0.000037261798,0.002113221,0.00078985293,0.0005829903,0.0001928142,0.00018696541,0.000484261],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027945904,0.00023281042,0.0021297757,4.2220725e-7,8.3165446e-7,0.000089287365,0.00028411555,0.000017784707,0.9866277,0.00029141796,0.0000054628913,0.010292466],"study_design_scores_gemma":[0.00043776832,0.0006075202,0.0039995364,0.000003877212,0.000004312893,0.000082167615,0.000043025702,0.00019834896,0.9884444,0.0052548354,0.00072234124,0.00020190388],"about_ca_topic_score_codex":0.000042106632,"about_ca_topic_score_gemma":0.000046676192,"teacher_disagreement_score":0.010090562,"about_ca_system_score_codex":0.0003486957,"about_ca_system_score_gemma":0.000024311645,"threshold_uncertainty_score":0.6224357},"labels":[],"label_agreement":null},{"id":"W2063912869","doi":"10.2166/wst.2013.302","title":"Advanced monitoring of water systems using <i>in situ</i> measurement stations: data validation and fault detection","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Fault Detection and Control Systems","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Data mining; Principal component analysis; Fault detection and isolation; Data set; Software; Reliability engineering; Data quality; Water quality; Set (abstract data type); Computer science; Data validation; Engineering; Artificial intelligence; Database","score_opus":0.026611480134512134,"score_gpt":0.2447354049105072,"score_spread":0.21812392477599504,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2063912869","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98116815,0.00012447611,0.01724467,0.000038593673,0.00058342033,0.00059991627,0.0000010006672,0.00019127557,0.000048487942],"genre_scores_gemma":[0.9994284,0.000007662554,0.00037262787,0.0000011906358,0.000017014696,0.00015791017,0.0000010277658,0.000009095204,0.0000050694825],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989022,0.000017520015,0.0002876814,0.00025282308,0.0002556503,0.00028413106],"domain_scores_gemma":[0.99942905,0.000004005487,0.000028577882,0.00037058728,0.00013819497,0.000029600787],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00051660114,0.00009550996,0.0001407415,0.0005943985,0.00009283022,0.00006857228,0.00027122954,0.00007729274,0.0000016074134],"category_scores_gemma":[0.000024490197,0.000068185596,0.000007554489,0.000401717,0.000112799586,0.00077816716,0.00009107705,0.00009555803,0.000011663499],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000013624089,0.0000046536825,0.00044354267,0.000029967421,0.0000031520453,2.6382418e-7,0.0001607631,0.020248482,0.9723203,0.000004953788,4.0935785e-7,0.0067821164],"study_design_scores_gemma":[0.00022863643,0.000024433368,0.00013009955,0.000050518094,0.0000035628934,0.00001140558,0.0007389537,0.14914168,0.849375,0.00005829748,0.00015486826,0.00008253018],"about_ca_topic_score_codex":0.00017782582,"about_ca_topic_score_gemma":0.000027955686,"teacher_disagreement_score":0.12889321,"about_ca_system_score_codex":0.00015296177,"about_ca_system_score_gemma":0.000009209353,"threshold_uncertainty_score":0.27805278},"labels":[],"label_agreement":null},{"id":"W2064395610","doi":"10.2166/wst.2012.637","title":"Comparison of the catabolic activity and catabolic profiles of rhizospheric, gravel-associated and interstitial microbial communities in treatment wetlands","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Constructed Wetlands for Wastewater Treatment","field":"Environmental Science","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo; Royal Military College of Canada","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Mesocosm; Microbial population biology; Wetland; Catabolism; Environmental chemistry; Ecology; Environmental science; Biology; Chemistry; Nutrient; Bacteria","score_opus":0.009116675931231185,"score_gpt":0.23106807214419436,"score_spread":0.22195139621296317,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2064395610","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99904454,0.000032510376,0.0000070622687,0.00032504648,0.000061169376,0.00038978294,0.000017636079,0.00002311065,0.00009913783],"genre_scores_gemma":[0.99968374,0.000018333669,0.00021291962,0.000006926505,0.0000021019493,0.000044245327,0.0000037483333,0.000005707379,0.000022270884],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989627,0.00005089645,0.0002446115,0.00023956371,0.00015253782,0.00034970886],"domain_scores_gemma":[0.99944216,0.000019082307,0.00011633066,0.00036354162,0.000017613735,0.000041259347],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00012665514,0.0001575839,0.00031372946,0.00016121748,0.00016387983,0.00002414322,0.00043528056,0.00008880093,0.00005652373],"category_scores_gemma":[0.000011994825,0.00009027145,0.000023293733,0.0005261279,0.0040871818,0.00019088817,0.000799992,0.00011511296,0.00000481655],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007837627,0.00011895596,0.6591778,0.000003689507,0.0000056021427,2.8336433e-7,0.0039476235,0.000009193743,0.32781607,0.00002147089,0.0000024099033,0.008889094],"study_design_scores_gemma":[0.0005741907,0.00020820348,0.31100127,0.000020397656,0.000012831428,0.000012880351,0.0012915233,0.00042253628,0.6861013,0.00021659776,0.000046594057,0.000091668255],"about_ca_topic_score_codex":0.019115757,"about_ca_topic_score_gemma":0.010122393,"teacher_disagreement_score":0.35828522,"about_ca_system_score_codex":0.00016988094,"about_ca_system_score_gemma":0.000022261982,"threshold_uncertainty_score":0.99862313},"labels":[],"label_agreement":null},{"id":"W2064659416","doi":"10.2166/wst.2010.922","title":"Two-phase reactors applied to the removal of substituted phenols: comparison between liquid-liquid and liquid-solid systems","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Microfluidic and Capillary Electrophoresis Applications","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Mass transfer; Polymer; Chemistry; Chromatography; Bioreactor; Phase (matter); Biomass (ecology); Chemical engineering; Diffusion; Analytical Chemistry (journal); Thermodynamics; Organic chemistry","score_opus":0.010457375478585018,"score_gpt":0.26011620823132403,"score_spread":0.249658832752739,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2064659416","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99185383,0.0015579604,0.0043308926,0.00048977754,0.00021107,0.00049362186,0.000011500609,0.00036087653,0.0006904717],"genre_scores_gemma":[0.9993062,0.00027418046,0.00017991078,0.000018705538,0.00007667382,0.000101581485,0.000008680776,0.000021176067,0.000012908399],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984177,0.000010332935,0.0004082879,0.00038861256,0.00022417236,0.0005509177],"domain_scores_gemma":[0.9989277,0.00002071041,0.000054636523,0.0007837098,0.000094526404,0.00011868511],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048409463,0.0001920533,0.00033782813,0.00048329885,0.00024825134,0.00004150539,0.0009640904,0.0001789879,0.000009469188],"category_scores_gemma":[0.000024025429,0.00013045479,0.00002596495,0.0011665841,0.00087249564,0.00008486289,0.0002131732,0.00037006263,0.000037931575],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000034963206,0.000020511054,0.000017199476,0.000011405094,0.000011495901,0.0000018301491,0.0004478118,0.000068520414,0.9903076,0.008360962,0.00022415069,0.00049354974],"study_design_scores_gemma":[0.00021861208,0.00025222407,0.0000107912965,0.000008391981,0.000020751742,0.000049687085,0.0002182679,0.0001782908,0.9400639,0.000042131753,0.058772597,0.00016436944],"about_ca_topic_score_codex":0.000040923922,"about_ca_topic_score_gemma":0.000014796137,"teacher_disagreement_score":0.058548447,"about_ca_system_score_codex":0.000046301764,"about_ca_system_score_gemma":0.000047168807,"threshold_uncertainty_score":0.53197914},"labels":[],"label_agreement":null},{"id":"W2065501438","doi":"10.2166/wst.2009.471","title":"Basin-wide integrated modelling via OpenMI considering multiple urban catchments","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrology and Watershed Management Studies","field":"Environmental Science","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Ministry of Environment","keywords":"Structural basin; Software; Field (mathematics); Civil engineering; Interface (matter); Hydrology (agriculture); Combined sewer; Environmental science; Adaptation (eye); Computer science; Engineering; Geology; Geomorphology; Geotechnical engineering; Ecology; Stormwater","score_opus":0.011602032053061371,"score_gpt":0.21284958194760206,"score_spread":0.2012475498945407,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2065501438","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8826898,0.000019232855,0.103227325,0.0077488306,0.00020446084,0.0003070009,8.481265e-7,0.00035904368,0.005443472],"genre_scores_gemma":[0.99263716,0.000011683374,0.005410904,0.0014022349,0.000007005284,0.000021455351,0.000002488638,0.000007702595,0.00049934076],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99784875,0.00002251322,0.0002593365,0.0007115189,0.00026684965,0.000891018],"domain_scores_gemma":[0.99936247,0.00001687485,0.00005107209,0.0004675645,0.000018044324,0.00008398724],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0005118085,0.00021856389,0.00022970443,0.00038054047,0.0007366979,0.000050154,0.00092612376,0.0001239156,0.00016836972],"category_scores_gemma":[0.000047113852,0.00015660799,0.000034358854,0.000894767,0.0018761323,0.0005410629,0.00078377104,0.00024041756,0.00080825924],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007094575,0.00039345142,0.59839845,0.00000900733,0.00004469389,0.00021871983,0.0052054888,0.08736334,0.28953245,0.0019642762,0.003077187,0.013721993],"study_design_scores_gemma":[0.0012152698,0.00052568887,0.006308398,0.000035617348,0.000048425143,0.00005409429,0.00067656615,0.14899342,0.74706405,0.035180725,0.058859482,0.0010382918],"about_ca_topic_score_codex":0.00021756419,"about_ca_topic_score_gemma":0.000028574324,"teacher_disagreement_score":0.5920901,"about_ca_system_score_codex":0.00018637972,"about_ca_system_score_gemma":0.000009240363,"threshold_uncertainty_score":0.9999697},"labels":[],"label_agreement":null},{"id":"W2065922432","doi":"10.2166/wst.2010.335","title":"Library-dependent and library-independent microbial source tracking to identify spatial variation in faecal contamination sources along a Lake Ontario beach (Ontario, Canada)","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Fecal contamination and water quality","field":"Environmental Science","cited_by":53,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Environment and Climate Change Canada","funders":"","keywords":"Contamination; Source tracking; Environmental science; Pollution; Stormwater; Wastewater; Hydrology (agriculture); Fecal coliform; Spatial variability; Environmental engineering; Surface runoff; Ecology; Water quality; Geology; Biology","score_opus":0.006341701034590339,"score_gpt":0.20482890912511584,"score_spread":0.1984872080905255,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2065922432","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99244606,0.0000015536672,0.0019665058,0.003803525,0.0004632483,0.00043502593,0.000006085045,0.00012687428,0.0007511054],"genre_scores_gemma":[0.9956258,3.149982e-7,0.00065856526,0.000506282,0.00002887195,0.000032851665,0.000022122393,0.000017121247,0.0031080516],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9972762,0.00006145479,0.00045823187,0.000856924,0.0006734042,0.0006738235],"domain_scores_gemma":[0.9992978,0.000024249828,0.00010127946,0.00035316515,0.000019108833,0.00020439852],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00073261035,0.00023345722,0.0002365431,0.0004941337,0.00036474335,0.0003819444,0.00084598846,0.00024700232,0.0018554603],"category_scores_gemma":[0.000047640056,0.00020090051,0.000027619142,0.0005642462,0.0005054553,0.0016374467,0.0009711441,0.0006808898,0.000044202403],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023910685,0.000066980465,0.76919335,0.000003628754,0.0000026518474,0.000028275159,0.008510944,0.00010692866,0.2129161,0.00015859392,0.000075466945,0.008913185],"study_design_scores_gemma":[0.00046454064,0.00007155178,0.802511,0.000009196033,0.000006434889,0.00003666981,0.00018332175,0.00023003777,0.18094099,0.0004826734,0.014784761,0.00027881932],"about_ca_topic_score_codex":0.8515365,"about_ca_topic_score_gemma":0.99921584,"teacher_disagreement_score":0.14767933,"about_ca_system_score_codex":0.00052582205,"about_ca_system_score_gemma":0.00034428158,"threshold_uncertainty_score":0.999057},"labels":[{"model":"gemma","categories":[],"domain":null,"study_design":"observational","genre":"empirical","about_ca_system":false,"about_ca_topic":true,"confidence":"low"},{"model":"gpt","categories":[],"domain":null,"study_design":"observational","genre":"empirical","about_ca_system":false,"about_ca_topic":true,"confidence":"medium"}],"label_agreement":"agree"},{"id":"W2065932769","doi":"10.2166/wst.2010.118","title":"Investigation of the effect of viscosity on slug flow in airlift tubular membranes in search of a sludge surrogate","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Slug flow; Slug; Coalescence (physics); Carboxymethyl cellulose; Chemistry; Viscosity; Mechanics; Newtonian fluid; Non-Newtonian fluid; Thermodynamics; Flow (mathematics); Chromatography; Materials science; Two-phase flow; Geology; Physics","score_opus":0.008392112442663238,"score_gpt":0.23347171011381798,"score_spread":0.22507959767115474,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2065932769","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99813,0.000004679639,0.000012752589,0.0010520101,0.00009239037,0.00041263536,0.0000022182408,0.000044095734,0.00024922058],"genre_scores_gemma":[0.9995799,0.0000032413507,0.00035365185,0.000013219642,0.0000013931948,0.00002822191,5.660206e-7,0.0000048210695,0.000014967082],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99836063,0.000090909016,0.0003671035,0.00036716872,0.000483057,0.0003311193],"domain_scores_gemma":[0.9990539,0.000058635414,0.00010843725,0.00073430606,0.000020298472,0.000024414234],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.001830927,0.00012240846,0.00026472483,0.00071449473,0.000060366074,0.000006032514,0.0013476396,0.0001994749,0.00007020043],"category_scores_gemma":[0.00033762713,0.000073184194,0.000035520028,0.0024593228,0.0049009635,0.0002149905,0.0006474035,0.0003984216,0.000021697122],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012863164,0.000014249767,0.26139784,0.000021078451,5.6631114e-7,0.0000010748396,0.00034047052,0.001451938,0.7358812,0.00015115661,0.000001521516,0.0007260098],"study_design_scores_gemma":[0.0002873102,0.00025315525,0.056775607,0.00002771222,0.000001956147,0.0000039671468,0.00005758573,0.0018918674,0.9395309,0.001089771,0.000013509476,0.00006664548],"about_ca_topic_score_codex":0.00041024707,"about_ca_topic_score_gemma":0.0008450735,"teacher_disagreement_score":0.20462224,"about_ca_system_score_codex":0.000060527527,"about_ca_system_score_gemma":0.000029453638,"threshold_uncertainty_score":0.99780715},"labels":[],"label_agreement":null},{"id":"W2066647465","doi":"10.2166/wst.2008.141","title":"Qualitative representation of trends: an alternative approach to process diagnosis and control","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Fault Detection and Control Systems","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Process (computing); Supervisory control; Computer science; Representation (politics); Process control; Context (archaeology); Industrial engineering; Field (mathematics); Statistical process control; Qualitative reasoning; Control (management); Data mining; Artificial intelligence; Machine learning; Engineering; Mathematics","score_opus":0.02970994095280106,"score_gpt":0.31652204326302297,"score_spread":0.2868121023102219,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2066647465","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9799176,0.000028465594,0.018317375,0.00018701145,0.00009100047,0.00017553724,0.0000041664384,0.00021184288,0.0010670078],"genre_scores_gemma":[0.99938,0.0000049990354,0.00031774002,0.000018046905,0.000012515954,0.00022989234,9.3219467e-7,0.000006562968,0.000029342897],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991882,0.000026019872,0.0001691044,0.0002508265,0.00016454478,0.00020132856],"domain_scores_gemma":[0.99964446,0.00001138283,0.000024949548,0.00017327066,0.00008984916,0.000056096946],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019393832,0.00008228542,0.00017398289,0.00074597506,0.00009144766,0.000013013283,0.00022755563,0.000053759304,0.0000033226063],"category_scores_gemma":[0.000033483117,0.000061683684,0.000013892273,0.0009814836,0.00041556495,0.0002637451,0.000020848243,0.0000677573,0.0000040608406],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008154557,0.00026169902,0.011606034,0.000077104305,0.000084554384,0.000012751031,0.28775874,0.04335756,0.60747296,0.002828062,0.00008291277,0.04637607],"study_design_scores_gemma":[0.0008360513,0.00033486,0.0009948963,0.00001051374,0.000008760199,0.00006039848,0.0152365975,0.09412364,0.88696665,0.0009894323,0.00022488381,0.00021330587],"about_ca_topic_score_codex":0.000049956147,"about_ca_topic_score_gemma":0.0000079060355,"teacher_disagreement_score":0.2794937,"about_ca_system_score_codex":0.000029080786,"about_ca_system_score_gemma":0.000007212748,"threshold_uncertainty_score":0.25153878},"labels":[],"label_agreement":null},{"id":"W2067077896","doi":"10.2166/wst.2015.102","title":"Pathogen removal from domestic and swine wastewater by experimental constructed wetlands","year":2015,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Constructed Wetlands for Wastewater Treatment","field":"Environmental Science","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Consejo Nacional de Ciencia y Tecnología","keywords":"Typha; Fecal coliform; Wastewater; Macrophyte; Wetland; Chemical oxygen demand; Environmental science; Total suspended solids; Environmental engineering; Salmonella; Veterinary medicine; Biology; Water quality; Ecology; Bacteria; Medicine","score_opus":0.007273584831617142,"score_gpt":0.21756832555405792,"score_spread":0.21029474072244078,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2067077896","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9968415,0.000114638744,0.00005792206,0.0007876569,0.0002742228,0.00024431478,0.000041956602,0.00025074166,0.0013870364],"genre_scores_gemma":[0.9944044,0.000004169505,0.005147122,0.000058451144,0.000019132662,0.000033899883,0.00004655878,0.000018628309,0.0002676887],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99747914,0.000030253314,0.00029823862,0.00090437237,0.00050752534,0.0007804403],"domain_scores_gemma":[0.9989775,0.000010681025,0.000059250786,0.0005921421,0.000021736041,0.00033872598],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00024056631,0.00029719455,0.00028109283,0.00027656442,0.0002477332,0.000104006096,0.0006817861,0.00016394487,0.00049918087],"category_scores_gemma":[0.00002698176,0.00019772645,0.000028847275,0.00064682873,0.0035827865,0.00041565453,0.0012818364,0.00015976522,0.00039067792],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023650111,0.000054223376,0.07116249,7.0154425e-7,0.0000076210763,0.00012449046,0.0007723553,0.000006724942,0.9252604,0.000032064992,0.00020648603,0.0023487573],"study_design_scores_gemma":[0.0016572713,0.00032602999,0.0010943896,0.000009346163,0.000022606835,0.001158654,0.0010701257,0.00028612482,0.9850933,0.0029651287,0.0059433067,0.00037372127],"about_ca_topic_score_codex":0.0003629273,"about_ca_topic_score_gemma":0.000034126217,"teacher_disagreement_score":0.0700681,"about_ca_system_score_codex":0.00032949296,"about_ca_system_score_gemma":0.000034444256,"threshold_uncertainty_score":0.9991289},"labels":[],"label_agreement":null},{"id":"W2067520506","doi":"10.2166/wst.2007.644","title":"Comparison of mixed liquor filterability measured with bench and pilot-scale membrane bioreactors","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"","keywords":"Fouling; Filtration (mathematics); Bioreactor; Membrane bioreactor; Membrane fouling; Full scale; Pulp and paper industry; Activated sludge; Chemistry; Membrane; Wastewater; Waste management; Environmental science; Environmental engineering; Engineering; Mathematics","score_opus":0.020971721908060417,"score_gpt":0.27288406864019915,"score_spread":0.25191234673213875,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2067520506","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99506265,0.000020599002,0.0014349612,0.0009196129,0.00007793252,0.0003144278,0.000002178831,0.00032548016,0.0018421693],"genre_scores_gemma":[0.9938927,0.0000038502953,0.005990183,0.000022306864,0.0000035439218,0.000013624092,0.0000016360169,0.0000086959635,0.0000634247],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.997737,0.000020634121,0.00040907788,0.00066679204,0.0005581459,0.0006083685],"domain_scores_gemma":[0.9989578,0.00003523129,0.00013321766,0.000730074,0.00004979626,0.00009389739],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0012665961,0.00019316185,0.0003302455,0.00049430307,0.00023106187,0.000027483686,0.0008840783,0.00016161041,0.00016153956],"category_scores_gemma":[0.00011617616,0.00012466221,0.000020405798,0.0016131538,0.0066529205,0.00037498985,0.0005403478,0.00023361137,0.00004422751],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003322952,0.00010355869,0.23092061,0.0000069041257,0.0000020287748,0.0000016335373,0.00036095452,0.000032092055,0.7644533,0.00009848454,0.000011265622,0.00397594],"study_design_scores_gemma":[0.00023508334,0.0006832783,0.052527953,0.0000072296048,0.0000075837656,0.000019432515,0.00047277135,0.00012526556,0.9446734,0.0005708471,0.00050688634,0.00017027248],"about_ca_topic_score_codex":0.00010298212,"about_ca_topic_score_gemma":0.0006662017,"teacher_disagreement_score":0.1802201,"about_ca_system_score_codex":0.00011901951,"about_ca_system_score_gemma":0.000020996698,"threshold_uncertainty_score":0.9960504},"labels":[],"label_agreement":null},{"id":"W2067622700","doi":"10.2166/wst.2010.475","title":"Combining multimedia models with integrated urban water system models for micropollutants","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Stormwater; Combined sewer; Sewerage; Environmental science; Infiltration (HVAC); Surface water; Drainage; Environmental engineering; Groundwater; Sewage; Water quality; Hydrology (agriculture); Surface runoff; Water resource management; Engineering; Meteorology","score_opus":0.010120410623991891,"score_gpt":0.20002550937218336,"score_spread":0.18990509874819148,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2067622700","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.84191006,0.0000047691224,0.15073474,0.0009779932,0.00053895597,0.0009636781,0.000018574461,0.0008024038,0.00404885],"genre_scores_gemma":[0.96387875,5.5906526e-7,0.03476807,0.000070716116,0.000017398273,0.00021816522,0.000011239461,0.00003387667,0.0010012485],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99701285,0.0000155226,0.00032123626,0.000921077,0.0004281786,0.0013011193],"domain_scores_gemma":[0.9988452,0.000009732092,0.00006348311,0.0008684384,0.0000599645,0.00015314139],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00063889567,0.00029669594,0.0002685931,0.00059256755,0.0007780705,0.00012016358,0.0015924115,0.00020022155,0.00009970302],"category_scores_gemma":[0.000010218109,0.00016758566,0.000045978297,0.0008525024,0.0032078766,0.0012212575,0.0008862399,0.00036295323,0.00037067046],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030875377,0.00009070622,0.0021582597,0.000012386577,0.000014523443,0.000014036465,0.0023525422,0.005886315,0.9811127,0.0069438075,0.00032842328,0.0010554353],"study_design_scores_gemma":[0.00084808556,0.00020678958,0.000052722204,0.000023623028,0.000037467256,0.000066114655,0.0008339479,0.4257543,0.5615946,0.0060103913,0.004082445,0.00048950344],"about_ca_topic_score_codex":0.00024286963,"about_ca_topic_score_gemma":0.00024222856,"teacher_disagreement_score":0.419868,"about_ca_system_score_codex":0.00033399556,"about_ca_system_score_gemma":0.000025863368,"threshold_uncertainty_score":0.9995048},"labels":[],"label_agreement":null},{"id":"W2067827084","doi":"10.2166/wst.2009.589","title":"A comparative analysis of different approaches for integrated WWTP modelling","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"EnviroSim (Canada); Université Laval","funders":"","keywords":"Environmental science; Engineering; Biochemical engineering","score_opus":0.041403945492275336,"score_gpt":0.24851143890834837,"score_spread":0.20710749341607304,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2067827084","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9688327,0.000014845989,0.029987425,0.00035940166,0.000022162152,0.00024443027,0.0000050387976,0.00006570661,0.00046832132],"genre_scores_gemma":[0.98369235,0.000002083893,0.016124016,0.000018323226,0.0000028667234,0.000022488992,0.000014552475,0.000002520287,0.000120798766],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99871147,0.0000118225635,0.0002133472,0.00043436664,0.00021337184,0.0004156073],"domain_scores_gemma":[0.9995632,0.0000087906465,0.000058249618,0.00029899826,0.000019638006,0.00005111231],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017797346,0.00015047408,0.0003525804,0.0006937966,0.00015966568,0.00002209786,0.00053756515,0.000073973686,0.000057264097],"category_scores_gemma":[0.000003214582,0.000086836684,0.00010295972,0.0020062397,0.0009235164,0.00016217165,0.00012094282,0.000068158064,0.000016645168],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008913884,0.0005876452,0.0136167435,0.0000033501644,0.0002142927,0.0000035166688,0.0040298416,0.077382594,0.8923196,0.00347645,0.00002316648,0.008253654],"study_design_scores_gemma":[0.00017401749,0.00023703159,0.0007231667,0.0000024213036,0.00016355645,0.0000018044426,0.0002805584,0.22657867,0.76682997,0.0047973823,0.00010178427,0.00010964082],"about_ca_topic_score_codex":0.000026767666,"about_ca_topic_score_gemma":0.000023055492,"teacher_disagreement_score":0.14919607,"about_ca_system_score_codex":0.00011397797,"about_ca_system_score_gemma":0.000007570555,"threshold_uncertainty_score":0.35410973},"labels":[],"label_agreement":null},{"id":"W2068310514","doi":"10.2166/wst.2010.232","title":"Phosphorus removal from anaerobically digested swine wastewater through struvite precipitation","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Phosphorus and nutrient management","field":"Environmental Science","cited_by":56,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Struvite; Phosphorus; Wastewater; Precipitation; Sewage treatment; Chemistry; Environmental science; Pulp and paper industry; Waste management; Enhanced biological phosphorus removal; Environmental chemistry; Anaerobic digestion; Environmental engineering; Activated sludge; Engineering; Methane","score_opus":0.005469525783964055,"score_gpt":0.21215566165860777,"score_spread":0.2066861358746437,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2068310514","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98975027,0.00001872907,0.00052552344,0.0032967306,0.00078269263,0.00032791717,0.000006105422,0.00028953736,0.005002493],"genre_scores_gemma":[0.9856354,0.000021436295,0.013299466,0.00025894277,0.00003444194,0.000037138823,0.000015654809,0.00001681679,0.00068067765],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9973357,0.0000148005365,0.0003160113,0.00091719814,0.00057760475,0.0008386965],"domain_scores_gemma":[0.9988726,0.000012448694,0.000079489364,0.00089361286,0.000027594187,0.00011428655],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00040347365,0.00023094259,0.00020065092,0.00018903641,0.00041847903,0.000119203425,0.0013674258,0.00018939456,0.00094643957],"category_scores_gemma":[0.000048163325,0.00016018604,0.000046940153,0.001214051,0.0018630481,0.00085627,0.0012583034,0.00036721042,0.001355089],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026084668,0.00010645882,0.018614227,0.0000010793286,0.0000054703833,0.000032841483,0.0007740493,0.00006361249,0.96840286,0.0015610661,0.00034516133,0.010067068],"study_design_scores_gemma":[0.00039371967,0.0001564014,0.016717307,0.0000063739394,0.0000133319845,0.00001634744,0.000120677265,0.00036231684,0.8524449,0.018820409,0.11065496,0.00029326376],"about_ca_topic_score_codex":0.00063413946,"about_ca_topic_score_gemma":0.00013099432,"teacher_disagreement_score":0.11595799,"about_ca_system_score_codex":0.00013687147,"about_ca_system_score_gemma":0.000015192728,"threshold_uncertainty_score":0.99996686},"labels":[],"label_agreement":null},{"id":"W2068312048","doi":"10.2166/wst.2007.458","title":"Nitrogen fertilizer impact on the Wilmot watershed aquifer in Prince Edward Island, Canada","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Soil and Water Nutrient Dynamics","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Geological Survey of Canada; Agriculture and Agri-Food Canada","funders":"","keywords":"Leaching (pedology); Nitrate; Environmental science; Hydrology (agriculture); Groundwater recharge; Fertilizer; Nitrification; Growing season; Groundwater; Agronomy; Watershed; Aquifer; Soil water; Nitrogen; Soil science; Ecology; Chemistry; Geology","score_opus":0.004692618658637247,"score_gpt":0.21005935443656615,"score_spread":0.2053667357779289,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2068312048","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99299896,0.0000056447007,0.00013065769,0.004025222,0.00018589015,0.00024194577,0.0000029493024,0.00006746927,0.0023412767],"genre_scores_gemma":[0.9989867,0.0000024206695,0.00007457385,0.0006687988,0.000012987474,0.00001632939,0.0000025971992,0.000011701672,0.00022387362],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99739724,0.000022999253,0.00027026806,0.00055926695,0.00057565374,0.0011745947],"domain_scores_gemma":[0.9991619,0.0000282298,0.00004129906,0.0006370172,0.000015052827,0.00011648506],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009828152,0.00021923562,0.00017247177,0.00028763493,0.00027807252,0.000044666074,0.0013709432,0.00011436942,0.0001608595],"category_scores_gemma":[0.000038288785,0.00010493308,0.000039851657,0.0012965703,0.0012943603,0.0002009843,0.00059197505,0.00030819364,0.00026523846],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000046207035,0.000044415447,0.98938286,9.804193e-7,0.0000026333169,0.000056287423,0.0003705197,0.000361461,0.008244263,0.000101628524,0.00024533353,0.0011434255],"study_design_scores_gemma":[0.0009773613,0.00044036357,0.30773082,0.000029045077,0.000012059311,0.00011304953,0.00078388804,0.0024423178,0.63355935,0.0392665,0.013761971,0.00088325865],"about_ca_topic_score_codex":0.06362391,"about_ca_topic_score_gemma":0.14106296,"teacher_disagreement_score":0.681652,"about_ca_system_score_codex":0.00097306236,"about_ca_system_score_gemma":0.00007644926,"threshold_uncertainty_score":0.9426115},"labels":[],"label_agreement":null},{"id":"W2068778490","doi":"10.2166/wst.2015.028","title":"Trace organics removal using three membrane bioreactor configurations: MBR, IFAS-MBR and MBMBR","year":2015,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Pharmaceutical and Antibiotic Environmental Impacts","field":"Environmental Science","cited_by":39,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Corporación Tecnológica de Andalucía; Public Health Agency of Canada","keywords":"Membrane bioreactor; Activated sludge; Chemistry; Wastewater; Bioreactor; Mixed liquor suspended solids; Biomass (ecology); Volatile suspended solids; Anoxic waters; Pulp and paper industry; Sewage treatment; Suspended solids; Reverse osmosis; Environmental chemistry; Environmental engineering; Environmental science; Membrane; Agronomy","score_opus":0.04408691745513761,"score_gpt":0.2818579051420543,"score_spread":0.23777098768691668,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2068778490","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9933035,0.00009051953,0.0007133288,0.0030411887,0.00017378641,0.00019378841,0.000004288427,0.00013237505,0.0023472193],"genre_scores_gemma":[0.99598294,0.000029274523,0.0034868454,0.0002930416,0.000019525305,0.0000016771819,0.0000014784918,0.000013065301,0.00017211789],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99812406,0.000017611206,0.00021994411,0.00054979057,0.00042923805,0.00065935863],"domain_scores_gemma":[0.99923325,0.000011224009,0.000051177158,0.0003545852,0.000012076201,0.00033771698],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0004760288,0.00018985968,0.00018050823,0.00016305195,0.0002938434,0.00008499398,0.0005607487,0.00014369175,0.00030451408],"category_scores_gemma":[0.000098435776,0.00013190845,0.000021540343,0.00076907245,0.0034271008,0.0007115743,0.0006434209,0.00021641112,0.00046464943],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006307524,0.00006205573,0.006953971,0.000002469814,0.0000023319938,0.000034187946,0.00018974078,0.000045243123,0.9891811,0.0003041501,0.00002699833,0.0031914464],"study_design_scores_gemma":[0.00042660447,0.000114430964,0.0023478426,0.000011160474,0.00001981098,0.00055442186,0.00019934228,0.0059238146,0.97775316,0.0026323805,0.009741103,0.00027592422],"about_ca_topic_score_codex":0.000095044445,"about_ca_topic_score_gemma":0.000026780892,"teacher_disagreement_score":0.011427934,"about_ca_system_score_codex":0.00022116979,"about_ca_system_score_gemma":0.0000339847,"threshold_uncertainty_score":0.999285},"labels":[],"label_agreement":null},{"id":"W2068861615","doi":"10.2166/wst.2006.320","title":"Development and implementation of a watershed management plan for Lac la Biche, Alberta, Canada","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Soil and Water Nutrient Dynamics","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Lakeland College","funders":"","keywords":"Watershed; Riparian zone; Recreation; Environmental planning; Watershed management; Water quality; Water resource management; Geography; Environmental resource management; Environmental science; Business; Environmental protection; Political science; Ecology","score_opus":0.0037594948695970627,"score_gpt":0.19653078101123483,"score_spread":0.19277128614163777,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2068861615","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99719864,0.0000026672326,0.0004621969,0.0009867505,0.000053163712,0.00025105767,0.0000029560256,0.000022773895,0.0010198158],"genre_scores_gemma":[0.9926548,0.000001595242,0.006886759,0.000045940084,0.000003156599,0.000064665604,0.000015131632,0.000005292948,0.00032268325],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989045,0.0000050171147,0.00020118988,0.0003071954,0.00020935218,0.0003727039],"domain_scores_gemma":[0.99975705,0.000007762304,0.000041806994,0.00015026305,0.000009528042,0.00003360912],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021423146,0.0000972111,0.000096871176,0.00016412736,0.00015670063,0.000018523044,0.00029686606,0.000040353472,0.000014441857],"category_scores_gemma":[0.0000015930065,0.000069067675,0.000009595458,0.00031025466,0.00044010198,0.000110772475,0.00030351864,0.000032455995,0.000005529037],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001900539,0.000064341504,0.9462279,0.000042683758,0.000011927303,0.000010976651,0.0014111595,0.00017240655,0.017911462,0.0058312044,0.0006651752,0.02763177],"study_design_scores_gemma":[0.0010487579,0.00008495585,0.07043428,0.000009953151,0.00001907101,0.000018496097,0.0016030195,0.00057492225,0.765438,0.010982942,0.14944716,0.00033840814],"about_ca_topic_score_codex":0.147135,"about_ca_topic_score_gemma":0.22036278,"teacher_disagreement_score":0.8757936,"about_ca_system_score_codex":0.0001697059,"about_ca_system_score_gemma":0.000029537086,"threshold_uncertainty_score":0.8585443},"labels":[],"label_agreement":null},{"id":"W2069228068","doi":"10.2166/wst.2006.143","title":"Fault detection for control of wastewater treatment plants","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Advanced Control Systems Optimization","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydromantis Environmental Software Solutions (Canada)","funders":"","keywords":"Process (computing); Control (management); Monitoring and control; Fault detection and isolation; Engineering; Process control; Wastewater; Sewage treatment; Effluent; Systems engineering; Risk analysis (engineering); Computer science; Control engineering; Waste management; Artificial intelligence","score_opus":0.00401464594484729,"score_gpt":0.1947553123318744,"score_spread":0.1907406663870271,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2069228068","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.446417,0.000060935894,0.55230385,0.00007498245,0.00023488498,0.00040248706,0.000009206332,0.0003481352,0.00014852003],"genre_scores_gemma":[0.9981485,0.0000027557699,0.0015693425,0.0000023122125,0.000026835698,0.00016116234,0.0000028932122,0.000011838276,0.000074364594],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99923444,0.0000034067446,0.00019633044,0.00017357754,0.00008258678,0.00030966353],"domain_scores_gemma":[0.9996919,0.00000783963,0.000028063629,0.00020228581,0.000053802476,0.00001610864],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008173379,0.00009876297,0.00016080873,0.00041819384,0.00007153869,0.000011147996,0.00015686547,0.00008789943,0.0000016825788],"category_scores_gemma":[0.0000063924062,0.000068278074,0.000025440806,0.0002088175,0.00015270284,0.00015195992,0.00001136003,0.000028949353,0.000007471797],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007885438,0.000008103198,0.00009178461,0.0000053965236,0.000003822748,4.8652987e-7,0.000029190272,0.22614871,0.76954883,0.00013392883,0.0000012324872,0.004020628],"study_design_scores_gemma":[0.0006825407,0.00011887391,0.000018355453,0.000004359281,0.0000056652175,0.000008832854,0.000021969354,0.18690418,0.8102102,0.0009092095,0.0010476889,0.00006807724],"about_ca_topic_score_codex":0.000018702453,"about_ca_topic_score_gemma":0.000029844745,"teacher_disagreement_score":0.55173147,"about_ca_system_score_codex":0.00013950233,"about_ca_system_score_gemma":0.0000069631055,"threshold_uncertainty_score":0.2784299},"labels":[],"label_agreement":null},{"id":"W2069707202","doi":"10.2166/wst.2007.378","title":"The importance of hydrodynamics in UV advanced oxidation reactors","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"TiO2 Photocatalysis and Solar Cells","field":"Energy","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Computational fluid dynamics; Particle image velocimetry; Inlet; Mechanics; Fluid dynamics; Chemical reactor; Volumetric flow rate; Flow (mathematics); Fluence; Nuclear engineering; Laminar flow reactor; Photodissociation; Materials science; Chemistry; Irradiation; Physics; Thermodynamics; Nuclear physics; Photochemistry; Open-channel flow; Mechanical engineering; Engineering; Turbulence","score_opus":0.004938390742968157,"score_gpt":0.23269411496038883,"score_spread":0.22775572421742069,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2069707202","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9959733,0.00004583938,0.0004595721,0.0003320157,0.00012287093,0.000103730505,2.5306605e-7,0.000055852175,0.0029065749],"genre_scores_gemma":[0.9993634,0.000023871886,0.00042575225,0.000019296833,0.0000056877598,0.000008011661,0.0000025383536,0.000006140165,0.00014527088],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99877423,0.000008482924,0.00033156452,0.00026545397,0.00020010046,0.00042017162],"domain_scores_gemma":[0.99924463,0.000023344834,0.000096016534,0.00054483995,0.00006483338,0.00002631612],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011706329,0.00008106352,0.00012527959,0.00047742727,0.00013204756,0.000015409101,0.0006549051,0.00009872171,0.0000074361947],"category_scores_gemma":[0.0000834707,0.00004858693,0.000027361459,0.0014460831,0.0006370473,0.00019124591,0.00012841467,0.00013863543,0.000016839647],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009198612,0.000021190472,0.0220162,0.0000015278213,0.0000015955222,0.000004083349,0.00022013499,0.00037626977,0.9455312,0.020241374,9.672881e-7,0.0115762465],"study_design_scores_gemma":[0.00012263059,0.000036459263,0.0053565125,0.0000046820182,0.0000021011965,0.0000038341177,0.000344951,0.0008956863,0.98127973,0.007169469,0.004703319,0.00008064853],"about_ca_topic_score_codex":0.0001098045,"about_ca_topic_score_gemma":0.0035584725,"teacher_disagreement_score":0.035748493,"about_ca_system_score_codex":0.00009505524,"about_ca_system_score_gemma":0.00002827086,"threshold_uncertainty_score":0.23472273},"labels":[],"label_agreement":null},{"id":"W2069795615","doi":"10.2166/wst.2007.214","title":"The impact of reduced phosphorus levels on microbial floc properties during biological treatment of pulp and paper wastewaters","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Settling; Effluent; Chemistry; Sequencing batch reactor; Extracellular polymeric substance; Pulp and paper industry; Wastewater; Activated sludge; Sewage treatment; Flocculation; Environmental engineering; Environmental science; Biology","score_opus":0.01891968985797797,"score_gpt":0.23592589235559502,"score_spread":0.21700620249761704,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2069795615","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992455,0.0000939339,0.0000016828712,0.00018812124,0.000060127724,0.00026720064,0.0000027061933,0.000036507543,0.00010419315],"genre_scores_gemma":[0.9993365,0.000049310267,0.00039489332,0.000004197838,0.0000081911185,0.0000094621,6.2291804e-7,0.000006905234,0.00018990932],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985215,0.000017485678,0.00027311413,0.00038690295,0.0001844419,0.00061656587],"domain_scores_gemma":[0.999508,0.00001041202,0.00006904268,0.00033827356,0.000014965437,0.000059298625],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0002368738,0.0001927839,0.0002179024,0.0001646084,0.00031199295,0.000021910191,0.00039984458,0.00010346604,0.00003554726],"category_scores_gemma":[0.000011284461,0.00007772247,0.00007619056,0.00038284532,0.0031568287,0.00013060334,0.00025182127,0.00005911084,0.000023808807],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001773013,0.00011764246,0.019907543,0.0000012157459,0.000016055854,0.000008976315,0.0006120052,0.000033714798,0.9726819,0.00000939563,0.0000021478106,0.0064321267],"study_design_scores_gemma":[0.00044207522,0.0013534169,0.033099476,0.000008179337,0.000007387442,0.000056602126,0.0002733375,0.000009993081,0.964464,0.00012145647,0.00006210241,0.00010194931],"about_ca_topic_score_codex":0.00031975406,"about_ca_topic_score_gemma":0.000020408877,"teacher_disagreement_score":0.013191932,"about_ca_system_score_codex":0.00026979364,"about_ca_system_score_gemma":0.000014154189,"threshold_uncertainty_score":0.999556},"labels":[],"label_agreement":null},{"id":"W2070975865","doi":"10.2166/wst.2011.396","title":"Analysis of metal concentration levels in water, sediment and fish tissues from Toledo municipal lake by applying SR-TXRF technique","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Iron oxide chemistry and applications","field":"Energy","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"National Research Council Canada","keywords":"Sediment; Fish <Actinopterygii>; Environmental chemistry; Metal; Certified reference materials; Environmental science; Heavy metals; Chemistry; Detection limit; Geology; Fishery; Biology; Chromatography","score_opus":0.02157693472029219,"score_gpt":0.2526163844442365,"score_spread":0.23103944972394433,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2070975865","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99705327,0.000033261338,0.0010479153,0.00024295387,0.000017170489,0.0001755986,0.00002739131,0.00008700816,0.0013154576],"genre_scores_gemma":[0.9982559,0.000012474864,0.0013151586,0.000032861466,0.0000048526517,0.00021964441,0.00006318539,0.000005320668,0.00009058396],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99885523,0.000014762354,0.0002844164,0.000387448,0.00013516228,0.0003229654],"domain_scores_gemma":[0.99947286,0.000008665332,0.000054786797,0.00038286272,0.00004190285,0.000038926315],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025950596,0.0001153417,0.00024101988,0.000296163,0.000096529795,0.000015620097,0.00044337305,0.00015825444,0.00024055375],"category_scores_gemma":[0.000010369547,0.00008454208,0.000029111858,0.0008109201,0.0007635641,0.00016101486,0.00020547053,0.00011904761,0.0000049482505],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000032625264,0.000051278763,0.0031524494,0.000003114205,0.000025144514,0.0000019120391,0.001321631,0.00003144056,0.9924465,0.0012340157,0.0000030170381,0.0017262443],"study_design_scores_gemma":[0.0001282114,0.000022116326,0.00049726065,0.000006446048,0.00006781214,0.0000019411866,0.00034346513,0.00042533752,0.9931866,0.0020267083,0.0031793127,0.00011476744],"about_ca_topic_score_codex":0.0008894314,"about_ca_topic_score_gemma":0.00082351064,"teacher_disagreement_score":0.0031762957,"about_ca_system_score_codex":0.000034359862,"about_ca_system_score_gemma":0.00001132685,"threshold_uncertainty_score":0.3447526},"labels":[],"label_agreement":null},{"id":"W2071391243","doi":"10.2166/wst.2012.495","title":"Towards a benchmarking tool for minimizing wastewater utility greenhouse gas footprints","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":54,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Greenhouse gas; Activated sludge model; Environmental science; Environmental engineering; Sewage treatment; Aeration; Benchmarking; Wastewater; Activated sludge; Waste management; Engineering; Ecology","score_opus":0.0182154516204452,"score_gpt":0.2411237928477759,"score_spread":0.22290834122733072,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2071391243","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99613154,0.000025009447,0.0009259709,0.000705259,0.00043481909,0.0005110778,0.0000040353084,0.00024486546,0.0010173983],"genre_scores_gemma":[0.9550476,0.000003630573,0.044407316,0.00006094469,0.000077755496,0.00011512274,0.0000045305487,0.000020776046,0.00026231533],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9969433,0.000024788114,0.00031245308,0.00068906875,0.00042373146,0.0016066787],"domain_scores_gemma":[0.9990726,0.000014003975,0.00006257982,0.0006556665,0.000023381263,0.00017174329],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010269254,0.00027576456,0.0002506541,0.0003271085,0.000609206,0.000075641576,0.00093612075,0.00016979632,0.0005127678],"category_scores_gemma":[0.00003603915,0.0001832286,0.00010431488,0.00067349983,0.0013994606,0.00077171205,0.0011354997,0.00014326644,0.00046656554],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052252988,0.00026560228,0.15696806,0.000012419805,0.000015774793,0.000009293122,0.0017264761,0.000011086084,0.7766693,0.00021154508,0.00012378613,0.06393441],"study_design_scores_gemma":[0.0004519938,0.00018587156,0.0050543156,0.000008488672,0.000026240794,0.000074319825,0.00014427974,0.0003822524,0.9809516,0.0019677558,0.010445375,0.00030751617],"about_ca_topic_score_codex":0.000075956945,"about_ca_topic_score_gemma":0.000016891952,"teacher_disagreement_score":0.2042823,"about_ca_system_score_codex":0.00025950168,"about_ca_system_score_gemma":0.000020743317,"threshold_uncertainty_score":0.7471846},"labels":[],"label_agreement":null},{"id":"W2072076146","doi":"10.2166/wst.2006.895","title":"Monitoring the fate of methoprene larvicide for West Nile virus management","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Mosquito-borne diseases and control","field":"Medicine","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"Ministry of Environment","keywords":"Methoprene; Environmental science; Structural basin; Hydrology (agriculture); Ecology; Biology; Geology; Geomorphology","score_opus":0.009454344675963037,"score_gpt":0.27585980911516306,"score_spread":0.26640546443920005,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072076146","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9842784,0.0006226229,0.008076164,0.0044321353,0.00026192245,0.00068752194,0.000006315261,0.0001255879,0.0015093528],"genre_scores_gemma":[0.99571323,0.00002107462,0.0034026206,0.00008327761,0.000069843336,0.00016510791,0.0000017531199,0.000007997154,0.0005351205],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99891996,0.0000069972307,0.0001977412,0.00027787397,0.00020821566,0.00038922153],"domain_scores_gemma":[0.99930596,0.000012345425,0.00004839,0.0004963991,0.000103547136,0.000033325978],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035285854,0.00009173791,0.00017338483,0.0002937446,0.00015820039,0.000018173181,0.0004331259,0.000052943164,0.00001902677],"category_scores_gemma":[0.000017183858,0.0000501513,0.00006333318,0.00047492998,0.0004491082,0.00005921115,0.00017196905,0.000069243266,0.000012697126],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000924751,0.00015332428,0.016884115,0.00007560161,0.000031284264,0.000022630567,0.00008566229,0.000085441534,0.87214476,0.012441275,0.00010127684,0.09788218],"study_design_scores_gemma":[0.00072161073,0.00016098618,0.012252395,0.000035131816,0.00011056622,0.000009595002,0.00026656638,0.00044839145,0.9694412,0.0050719595,0.011403399,0.000078200894],"about_ca_topic_score_codex":0.00011799056,"about_ca_topic_score_gemma":0.000014293337,"teacher_disagreement_score":0.09780398,"about_ca_system_score_codex":0.000033952492,"about_ca_system_score_gemma":0.000022828328,"threshold_uncertainty_score":0.20451106},"labels":[],"label_agreement":null},{"id":"W2072106363","doi":"10.2166/wst.2009.593","title":"Kinetic parameters for modeling two-step nitrification and denitrification: a case study","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"EnviroSim (Canada)","funders":"","keywords":"Effluent; Nitrification; Denitrification; Environmental science; Environmental engineering; Simultaneous nitrification-denitrification; Nitrite; Biochemical engineering; Process engineering; Engineering; Chemistry; Nitrate; Nitrogen","score_opus":0.021930917758309798,"score_gpt":0.2618965898590796,"score_spread":0.2399656721007698,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072106363","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9901762,0.000023606479,0.008019894,0.00075818034,0.00003993724,0.00079511415,8.573335e-7,0.00012161464,0.00006460826],"genre_scores_gemma":[0.96658015,0.0000019874287,0.03321988,0.000043120333,0.000008040082,0.00008528129,0.0000018941852,0.000006097386,0.000053570577],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985835,0.00001753054,0.00020747834,0.00058075617,0.00019223856,0.00041847202],"domain_scores_gemma":[0.9994547,0.000009257725,0.000038136393,0.0003968803,0.000024639596,0.000076416436],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037788288,0.0001427991,0.00013178251,0.00030616982,0.00044330469,0.00007814734,0.00034194303,0.000058410675,0.0000104096125],"category_scores_gemma":[0.000017469003,0.00010124083,0.000024322851,0.0006680592,0.00044656507,0.0002848029,0.00009697431,0.00007435967,0.00004209378],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005666747,0.00059668324,0.017668705,0.000003763717,0.000012806358,0.0003266916,0.0031198398,0.0031762668,0.9071543,0.00035249678,0.000013278193,0.06751847],"study_design_scores_gemma":[0.003551702,0.0024283386,0.000896913,0.0000099462195,0.00016643207,0.0049757212,0.0078850435,0.27207187,0.6933307,0.013668198,0.00025146033,0.0007636679],"about_ca_topic_score_codex":0.00018557874,"about_ca_topic_score_gemma":0.000041965046,"teacher_disagreement_score":0.2688956,"about_ca_system_score_codex":0.00009631297,"about_ca_system_score_gemma":0.000008961108,"threshold_uncertainty_score":0.41284814},"labels":[],"label_agreement":null},{"id":"W2072232942","doi":"10.2166/wst.2007.158","title":"Daphnia behavioural responses to taste and odour compounds: ecological significance and application as an inline treatment plant monitoring tool","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Aquatic Ecosystems and Phytoplankton Dynamics","field":"Environmental Science","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Environment and Climate Change Canada","funders":"","keywords":"Daphnia; Daphnia magna; Environmental chemistry; Raw water; Environmental science; Taste; Ecology; Biology; Chemistry; Environmental engineering; Food science; Zooplankton; Toxicity","score_opus":0.01917722937198736,"score_gpt":0.2637872158022459,"score_spread":0.24460998643025855,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072232942","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974949,0.0000115530165,0.0014501761,0.00039722907,0.00007394819,0.00039196623,0.0000107527485,0.00008364006,0.0000858842],"genre_scores_gemma":[0.9961013,0.0000082942015,0.0036972663,0.000039663424,0.000018661896,0.00005097702,0.0000039465426,0.0000055987584,0.00007430178],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9986639,0.00001808657,0.00021445096,0.00051222503,0.00018137523,0.00040998272],"domain_scores_gemma":[0.9994885,0.000031212374,0.000049101694,0.00028374663,0.00001014157,0.0001373342],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006303265,0.00013614536,0.00015354935,0.00016567105,0.00032328686,0.000055916473,0.00028299086,0.00009996434,0.000009531214],"category_scores_gemma":[0.000020170246,0.000092393915,0.000009307531,0.00033257535,0.0006526828,0.0001952647,0.00024744277,0.000083171944,0.000045009347],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052841577,0.00008705234,0.7242816,0.0000020979899,0.0000015640466,0.000023343384,0.00060259335,0.00004922296,0.26224458,0.0007103091,0.0000021639407,0.011942586],"study_design_scores_gemma":[0.0005311782,0.00219617,0.7780019,0.000017892764,0.000016987835,0.00038928285,0.0011308722,0.005722377,0.20674393,0.0018090423,0.002987296,0.00045307286],"about_ca_topic_score_codex":0.00037888184,"about_ca_topic_score_gemma":0.0006669642,"teacher_disagreement_score":0.05550066,"about_ca_system_score_codex":0.00022643157,"about_ca_system_score_gemma":0.000013127488,"threshold_uncertainty_score":0.37677145},"labels":[],"label_agreement":null},{"id":"W2072646278","doi":"10.2166/wst.2006.060","title":"Evaluation of AnnAGNPS in cold and temperate regions","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Guelph","funders":"","keywords":"Surface runoff; Environmental science; Watershed; Nonpoint source pollution; Hydrology (agriculture); Water quality; Sediment; Pollution; Temperate climate; Runoff curve number; Environmental engineering; Engineering; Ecology; Computer science; Geology","score_opus":0.015734648286035827,"score_gpt":0.23414315860306234,"score_spread":0.21840851031702652,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072646278","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9919867,0.000027180835,0.000231076,0.001847071,0.000043416287,0.00023584657,7.5081107e-7,0.000049763956,0.0055781985],"genre_scores_gemma":[0.99904305,0.0000030541228,0.00053487153,0.000028944523,0.000003343027,0.000041454252,7.3237584e-7,0.0000034664984,0.00034109977],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99871457,0.000028281727,0.00017049233,0.00031896034,0.00045990557,0.00030776483],"domain_scores_gemma":[0.99962234,0.0000031857828,0.00003517026,0.00028681304,0.000031641637,0.000020823752],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001380889,0.000070927235,0.000083857856,0.00048530818,0.00013374283,0.000016396625,0.00032554212,0.000052317133,0.00008267576],"category_scores_gemma":[0.00002601806,0.000055391767,0.000009171044,0.001239125,0.0017629474,0.00043654125,0.00039317235,0.00006498085,0.00006446216],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000011956232,0.00006740582,0.1446962,0.0000018018864,0.0000011250736,0.0000017209695,0.00017252435,0.0020053391,0.8431979,0.008635181,0.00035309518,0.00086653966],"study_design_scores_gemma":[0.00076436636,0.00011838453,0.13907012,0.000015382633,0.000040176103,0.000013010456,0.0002529638,0.009885257,0.7843345,0.057027377,0.008203715,0.00027474164],"about_ca_topic_score_codex":0.0005716909,"about_ca_topic_score_gemma":0.00060930895,"teacher_disagreement_score":0.05886336,"about_ca_system_score_codex":0.00022108214,"about_ca_system_score_gemma":0.000015423795,"threshold_uncertainty_score":0.64956534},"labels":[],"label_agreement":null},{"id":"W2072810395","doi":"10.2166/wst.2008.021","title":"Impact of sludge thickening on energy recovery from anaerobic digestion","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Anaerobic Digestion and Biogas Production","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba; Stantec (Canada)","funders":"","keywords":"Mesophile; Anaerobic digestion; Digestion (alchemy); Thickening; Chemistry; Sewage sludge; Biosolids; Thermophile; Energy recovery; Waste management; Pulp and paper industry; Sewage treatment; Chromatography; Biology; Energy (signal processing); Biochemistry; Methane; Engineering; Mathematics","score_opus":0.010830113460012555,"score_gpt":0.2146268582232184,"score_spread":0.20379674476320583,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072810395","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.994793,0.000048439066,0.0033726052,0.0001890866,0.00040821306,0.00003817078,0.0000033669476,0.0004560431,0.0006911003],"genre_scores_gemma":[0.99907804,0.00012559538,0.00063167594,0.000016538836,0.00003582838,0.000005071794,0.000009898526,0.000009991745,0.00008736177],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991016,0.000007751177,0.00016820336,0.00026724616,0.00016102704,0.00029418466],"domain_scores_gemma":[0.9995485,0.0000064404967,0.000029535253,0.00031220686,0.000061843864,0.000041492516],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000112101196,0.000119813616,0.00013919326,0.0007287646,0.00013039447,0.000011359385,0.0002786768,0.00013923309,0.000036180398],"category_scores_gemma":[0.00002899064,0.0000851366,0.000049226088,0.00079065876,0.0005207087,0.00026343268,0.00005095744,0.00013791845,0.000040328065],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015880618,0.000039357234,0.0045293784,0.0000011580145,0.000014895676,0.000008328377,0.000215163,0.017893583,0.96424437,0.0043462333,0.00027524968,0.008416407],"study_design_scores_gemma":[0.00014043525,0.00035477913,0.013122686,0.000019022218,0.0000048442466,0.000027827487,0.000025045216,0.000579145,0.9827257,0.0015042449,0.0013338636,0.00016241032],"about_ca_topic_score_codex":0.00016999294,"about_ca_topic_score_gemma":0.0000081163635,"teacher_disagreement_score":0.018481331,"about_ca_system_score_codex":0.00015316739,"about_ca_system_score_gemma":0.00003513933,"threshold_uncertainty_score":0.347177},"labels":[],"label_agreement":null},{"id":"W2072891962","doi":"10.2166/wst.2011.747","title":"Nutrient export in run-off from an in-field cattle overwintering site in East-Central Saskatchewan","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Soil and Water Nutrient Dynamics","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Environment and Climate Change Canada; University of Saskatchewan","funders":"","keywords":"Snowmelt; Nutrient; Surface runoff; Nitrate; Environmental science; Surface water; Overwintering; Agronomy; Phosphorus; Water quality; Hydrology (agriculture); Soil water; Animal science; Chemistry; Ecology; Biology; Environmental engineering; Soil science; Geology","score_opus":0.009513439078718324,"score_gpt":0.20730626284561096,"score_spread":0.19779282376689264,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072891962","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99807227,0.000012355313,0.0002381849,0.00034593244,0.00026922495,0.00017812115,0.0000024780454,0.00008026203,0.00080116326],"genre_scores_gemma":[0.99888676,0.000008023448,0.0008508069,0.0001615273,0.000010182241,0.000031960164,0.0000047279195,0.000010874973,0.000035150697],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9976287,0.000022099752,0.00035928926,0.00074943004,0.00027027738,0.00097022875],"domain_scores_gemma":[0.9993072,0.0000062409435,0.000044745077,0.00052183185,0.0000060589286,0.00011388987],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035318083,0.00018298998,0.00021034978,0.0006080203,0.000063274376,0.000029842706,0.00096689153,0.00017823798,0.00015581636],"category_scores_gemma":[0.000017266482,0.00014935667,0.000026040205,0.0011826798,0.0006808757,0.0006742531,0.00077044795,0.00031643285,0.00019017962],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026993004,0.00021717642,0.96255696,0.0000012206984,5.153313e-7,0.000082335064,0.0147192925,0.00009310469,0.018951418,0.000041521755,0.0000026067148,0.003306854],"study_design_scores_gemma":[0.00097383105,0.00032036926,0.7154256,0.000054092845,0.0000030177164,0.00001909862,0.0041721445,0.0038435708,0.25331315,0.02095674,0.00044735955,0.00047098097],"about_ca_topic_score_codex":0.009347461,"about_ca_topic_score_gemma":0.008791472,"teacher_disagreement_score":0.24713132,"about_ca_system_score_codex":0.00041388153,"about_ca_system_score_gemma":0.000027988048,"threshold_uncertainty_score":0.99724936},"labels":[],"label_agreement":null},{"id":"W2072982832","doi":"10.2166/wst.2006.854","title":"Examining the influence of substrates and temperature on maximum specific growth rate of denitrifiers","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":52,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"EnviroSim (Canada)","funders":"","keywords":"Denitrification; Effluent; Anoxic waters; Denitrifying bacteria; Wastewater; Sewage treatment; Methanol; Pulp and paper industry; Environmental engineering; Environmental science; Nitrogen; Chemistry; Environmental chemistry; Engineering","score_opus":0.0074513568307283135,"score_gpt":0.18576120827271592,"score_spread":0.1783098514419876,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072982832","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99894863,0.000045504657,0.0000020426796,0.00037981858,0.000031535616,0.00013714391,0.0000020340865,0.0000312872,0.00042199515],"genre_scores_gemma":[0.99921876,0.000012625583,0.0006462081,0.00001951931,0.000006368965,0.000006645097,0.0000010242284,0.0000055522946,0.00008326594],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99888337,0.000023248316,0.00020376199,0.00034516634,0.00020496461,0.0003395165],"domain_scores_gemma":[0.99954885,0.000022878896,0.000070667964,0.0003052359,0.000023784414,0.000028586412],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00035457127,0.00013347187,0.00014768352,0.00021390508,0.00019078075,0.00002805022,0.00054118474,0.00008662021,0.000025820274],"category_scores_gemma":[0.000011249363,0.000070398004,0.000019935036,0.00084917416,0.0032896956,0.00020211613,0.00020387112,0.00012252781,0.00002556578],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012025396,0.000025496693,0.07710516,0.0000023959508,0.0000019758918,0.000007739622,0.00015075368,0.00023332916,0.92169505,0.0005747985,0.000013197577,0.00017805674],"study_design_scores_gemma":[0.00015869121,0.00015045663,0.11574607,0.000009180265,0.00000543998,0.00002284854,0.00016900235,0.000007750546,0.87728834,0.0063118814,0.00005433903,0.00007596797],"about_ca_topic_score_codex":0.00014208739,"about_ca_topic_score_gemma":0.000017331857,"teacher_disagreement_score":0.044406705,"about_ca_system_score_codex":0.000035986865,"about_ca_system_score_gemma":0.000009433248,"threshold_uncertainty_score":0.9994228},"labels":[],"label_agreement":null},{"id":"W2073280416","doi":"10.2166/wst.2010.939","title":"Treatment of thermomechanical pulping condensate using thermophilic and mesophilic sequencing batch reactors","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Mesophile; Pulp and paper industry; Effluent; Thermophile; Chemical oxygen demand; Chemistry; Aeration; Waste management; Wastewater; Paper mill; Sequencing batch reactor; Sewage treatment; Biology; Bacteria; Organic chemistry","score_opus":0.01873283361446884,"score_gpt":0.24122334687474634,"score_spread":0.2224905132602775,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2073280416","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99868965,0.000027641916,0.000026225833,0.0005171598,0.00014073445,0.00023417266,0.0000016991378,0.00009149856,0.0002712401],"genre_scores_gemma":[0.99553645,0.000010960318,0.0043205107,0.000014016266,0.000019493522,0.000010635956,9.795243e-7,0.000014662154,0.00007231815],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983471,0.00002006048,0.00021863871,0.00056481396,0.00027224916,0.00057712954],"domain_scores_gemma":[0.99930817,0.000014418219,0.00007508426,0.000481309,0.000016890897,0.000104101346],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025638286,0.00021543704,0.00025991088,0.0002930646,0.0002696623,0.0000332709,0.00042065574,0.00016217546,0.00017149051],"category_scores_gemma":[0.000014222088,0.0001315053,0.000050003622,0.0005895051,0.0020145758,0.00026829058,0.00033615946,0.000131161,0.000041989184],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007024341,0.00004070148,0.013929665,0.0000016515247,0.000007776427,0.000024033136,0.0006396347,0.000006913765,0.98091626,0.00021942206,2.5621068e-7,0.0042066397],"study_design_scores_gemma":[0.0003288963,0.00026375294,0.0008705665,0.0000045810352,0.000025553929,0.0003059004,0.00019503955,0.0017274173,0.9927731,0.0032501009,0.000097931035,0.00015713363],"about_ca_topic_score_codex":0.0003345327,"about_ca_topic_score_gemma":0.000058305905,"teacher_disagreement_score":0.013059099,"about_ca_system_score_codex":0.00019560856,"about_ca_system_score_gemma":0.00003287738,"threshold_uncertainty_score":0.7422788},"labels":[],"label_agreement":null},{"id":"W2073594613","doi":"10.2166/wst.2013.146","title":"Towards adaptive and integrated management paradigms to meet the challenges of water governance","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water resources management and optimization","field":"Engineering","cited_by":118,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Corporate governance; Business; Process management; Adaptive management; Environmental planning; Environmental resource management; Engineering; Environmental science; Finance","score_opus":0.008137520281064126,"score_gpt":0.1804137366143789,"score_spread":0.17227621633331477,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2073594613","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95115376,0.0003789813,0.010418168,0.010907152,0.0002145919,0.0008580354,0.0000016771285,0.0004244043,0.025643254],"genre_scores_gemma":[0.9976414,0.00013184348,0.0019468854,0.000038687842,0.0000064199476,0.00008619862,4.215921e-7,0.000009358101,0.00013879339],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991528,0.000006515171,0.0001337029,0.00021635556,0.00015309337,0.00033757926],"domain_scores_gemma":[0.9996364,0.0000019795198,0.0000131037705,0.00027626168,0.000041021347,0.000031205775],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016315153,0.00011347054,0.00011155168,0.00025704937,0.00007338843,0.000046528534,0.0005300645,0.00004511472,0.000019613917],"category_scores_gemma":[0.0000028322443,0.000055248245,0.000012266623,0.00035352295,0.00033862644,0.00020779723,0.00033662168,0.00005458156,0.000042094656],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030482284,0.000085557615,0.0005744643,0.00022324985,0.00017441135,0.000019714369,0.021299617,0.0830643,0.09188527,0.57076865,0.0017403994,0.23013385],"study_design_scores_gemma":[0.00036838476,0.00026222365,0.0020960576,0.00007582896,0.000028961384,0.000007889338,0.0027517823,0.05725167,0.8918142,0.022110326,0.022801362,0.0004313648],"about_ca_topic_score_codex":0.00002478336,"about_ca_topic_score_gemma":0.000013823125,"teacher_disagreement_score":0.7999289,"about_ca_system_score_codex":0.00003560059,"about_ca_system_score_gemma":0.0000015608183,"threshold_uncertainty_score":0.22529581},"labels":[],"label_agreement":null},{"id":"W2074226646","doi":"10.2166/wst.2013.738","title":"Anaerobic co-digestion of municipal organic wastes and pre-treatment to enhance biogas production from waste","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Anaerobic Digestion and Biogas Production","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Anaerobic digestion; Biogas; Waste management; Biogas production; Environmental science; Pulp and paper industry; Biodegradable waste; Anaerobic exercise; Chemistry; Methane; Engineering","score_opus":0.005813736098807004,"score_gpt":0.22502704474646684,"score_spread":0.21921330864765984,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2074226646","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99648947,0.00009891091,0.0006154905,0.0016718454,0.00035430046,0.00036073732,0.0000021329,0.0003452255,0.0000618953],"genre_scores_gemma":[0.99773467,0.000107076834,0.0018292465,0.000010227502,0.00004488263,0.000049650676,0.0000069444054,0.000010690903,0.00020660019],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989831,0.000008827526,0.00019286035,0.0003920532,0.0001260785,0.00029707447],"domain_scores_gemma":[0.99943763,0.000003754838,0.000029703246,0.00037233264,0.00009321102,0.000063384054],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000112118694,0.00013963832,0.00015240608,0.00052809756,0.00010426157,0.00003345671,0.00021277583,0.00009528395,0.000051340387],"category_scores_gemma":[0.000031219337,0.00010138114,0.0000144196465,0.0007127307,0.00041889888,0.00035303726,0.00007364875,0.00007291471,0.000106918094],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003085202,0.000024715137,0.00076599803,0.0000026387759,0.000006188987,2.8644868e-7,0.0006360688,0.00075400824,0.9893378,0.00036605878,0.000038225164,0.008064899],"study_design_scores_gemma":[0.000063278545,0.00023919552,0.0011530147,0.000021434216,0.00000830944,0.0000075672356,0.0003780815,0.00027422392,0.9962282,0.00052459433,0.0009866019,0.00011548877],"about_ca_topic_score_codex":0.00019100541,"about_ca_topic_score_gemma":0.000051774095,"teacher_disagreement_score":0.00794941,"about_ca_system_score_codex":0.000117698066,"about_ca_system_score_gemma":0.000014546093,"threshold_uncertainty_score":0.4134203},"labels":[],"label_agreement":null},{"id":"W2074645099","doi":"10.2166/wst.2014.025","title":"Modelling clogging and biofilm detachment in sponge carrier media","year":2014,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Lattice Boltzmann Simulation Studies","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydromantis Environmental Software Solutions (Canada)","funders":"","keywords":"Clogging; Biofilm; Lattice Boltzmann methods; Permeability (electromagnetism); Porous medium; Mass transfer; Penetration (warfare); Extracellular polymeric substance; Materials science; Chemical engineering; Sponge; Chemistry; Environmental engineering; Porosity; Composite material; Mechanics; Environmental science; Chromatography; Geology; Membrane; Engineering; Physics","score_opus":0.013114543645422546,"score_gpt":0.22477929289831097,"score_spread":0.21166474925288842,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2074645099","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9741324,0.00013272147,0.024158012,0.0003357108,0.0001807333,0.00007325463,6.663278e-7,0.00034273573,0.00064373185],"genre_scores_gemma":[0.9972627,0.000024190365,0.0026388126,0.000024876279,0.000016078073,0.000012376298,4.1321098e-7,0.0000093665,0.000011148037],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990407,0.000006481015,0.0001628995,0.00024690022,0.00013899968,0.00040400797],"domain_scores_gemma":[0.9996857,0.000022613509,0.000010753133,0.00021170692,0.000029847719,0.00003936737],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004155733,0.0001048633,0.00014468194,0.00073184766,0.00010289279,0.000029790843,0.00021648755,0.00006965346,0.0000032051178],"category_scores_gemma":[0.000028041855,0.00008000896,0.000009219064,0.0005085113,0.00043338534,0.00019991846,0.0001695597,0.00013150561,0.000016107251],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003202427,0.000011147706,0.031352073,0.000030061803,0.000008283407,0.000010883496,0.005351571,0.8875186,0.054291286,0.005877272,0.000008734281,0.0155369025],"study_design_scores_gemma":[0.00020025826,0.000013457122,0.0008631781,0.000014046185,0.0000045290553,0.0000072710723,0.00022892572,0.92856055,0.063878976,0.0039935275,0.0020657992,0.00016948451],"about_ca_topic_score_codex":0.000009226241,"about_ca_topic_score_gemma":0.000015502208,"teacher_disagreement_score":0.041041963,"about_ca_system_score_codex":0.00006230085,"about_ca_system_score_gemma":0.000005912163,"threshold_uncertainty_score":0.32626706},"labels":[],"label_agreement":null},{"id":"W2075001222","doi":"10.2166/wst.2006.291","title":"Historical climate and stream flow trends and future water demand analysis in the Calgary region, Canada","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrology and Watershed Management Studies","field":"Environmental Science","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Geological Survey of Canada","funders":"","keywords":"Climate change; Population growth; Per capita; Environmental science; Population; Water resources; Resource (disambiguation); Water supply; Water resource management; Sustainability; Water use; Geography; Streamflow; Hydrology (agriculture); Environmental engineering; Ecology; Drainage basin; Engineering","score_opus":0.00323016993829502,"score_gpt":0.1739348596441451,"score_spread":0.17070468970585007,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2075001222","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9593834,0.00011855973,0.00007291786,0.038280793,0.00008060017,0.00006950806,5.9096897e-7,0.000031972577,0.0019616056],"genre_scores_gemma":[0.9990898,0.00007321388,0.0001429432,0.00031100964,0.000016568676,0.000018570645,0.000002799935,0.0000029779042,0.00034215007],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99855834,0.000032629847,0.00017028488,0.00046980762,0.00019970254,0.0005692474],"domain_scores_gemma":[0.9996633,0.0000076005754,0.000022099915,0.00027037156,0.0000049357163,0.000031702766],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043196022,0.0001329505,0.00018617822,0.00044479096,0.0005006899,0.000026314277,0.00037060108,0.00008506368,0.000034200828],"category_scores_gemma":[0.0000027869742,0.00006470132,0.000018393734,0.0010921864,0.0011096422,0.00015135985,0.00051096495,0.00013983133,0.0000041061876],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010104294,0.00004107187,0.98845595,0.0000043148243,0.000017681616,0.00016669548,0.0009594406,0.00043275135,0.0010662844,0.00035545597,0.0021671734,0.0063230502],"study_design_scores_gemma":[0.00061703153,0.00016723093,0.8089079,0.0000033744632,0.00025335382,0.00011584335,0.00066410186,0.003064961,0.0055222716,0.0047536013,0.17539427,0.0005360091],"about_ca_topic_score_codex":0.06903816,"about_ca_topic_score_gemma":0.3030421,"teacher_disagreement_score":0.23400396,"about_ca_system_score_codex":0.00021225025,"about_ca_system_score_gemma":0.000004621586,"threshold_uncertainty_score":0.9371612},"labels":[],"label_agreement":null},{"id":"W2075256676","doi":"10.2166/wst.2007.157","title":"A comparison of biofilms from macrophytes and rocks for taste and odour producers in the St. Lawrence River","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Aquatic Ecosystems and Phytoplankton Dynamics","field":"Environmental Science","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Environment and Climate Change Canada; St. Lawrence River Institute of Environmental Sciences","funders":"","keywords":"Macrophyte; Taste; Biofilm; Environmental science; Food science; Chemistry; Ecology; Biology; Bacteria","score_opus":0.014727621863664143,"score_gpt":0.2567160263663958,"score_spread":0.24198840450273165,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2075256676","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962914,0.000068734764,0.002641366,0.00044863598,0.000057078505,0.00028915086,0.000013031936,0.000013765133,0.00017682665],"genre_scores_gemma":[0.9968636,0.000004613423,0.0030536626,0.000036354646,0.000006469885,0.000012002997,0.0000015420197,0.0000030479189,0.000018730125],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990155,0.0000101727555,0.00020012488,0.0003217852,0.00015902895,0.0002933533],"domain_scores_gemma":[0.999621,0.000046487876,0.000066731656,0.00022862501,0.000008945677,0.000028206672],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007369349,0.000082617844,0.00014952142,0.000111047164,0.00012956085,0.00001953266,0.00039865013,0.0000676459,0.000011338906],"category_scores_gemma":[0.000030250596,0.000048457197,0.000009624454,0.0003891909,0.0015029884,0.00011532769,0.00021368153,0.00009125978,0.000004403492],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013330098,0.00003854534,0.8495369,0.000010832416,0.0000017436776,0.0000021824792,0.004628141,0.0000771598,0.13537842,0.0005907918,0.000036579848,0.009685381],"study_design_scores_gemma":[0.0011612276,0.00091142324,0.28905398,0.0000901504,0.000028303899,0.00005245508,0.008986788,0.03228173,0.6331363,0.02596751,0.0077483114,0.0005818736],"about_ca_topic_score_codex":0.0006051509,"about_ca_topic_score_gemma":0.0015703386,"teacher_disagreement_score":0.5604829,"about_ca_system_score_codex":0.000028539182,"about_ca_system_score_gemma":0.0000066183784,"threshold_uncertainty_score":0.55378234},"labels":[],"label_agreement":null},{"id":"W2075791583","doi":"10.2166/wst.2013.246","title":"Benchmark simulation models, quo vadis?","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":61,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Benchmarking; Computer science; Benchmark (surveying); Context (archaeology); Transparency (behavior); Data science; Process (computing); Task (project management); Usability; Status quo; Risk analysis (engineering); Process management; Management science; Systems engineering; Engineering; Human–computer interaction; Business","score_opus":0.009987009864080715,"score_gpt":0.21118461391972332,"score_spread":0.2011976040556426,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2075791583","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9908829,0.000014149892,0.0014071818,0.0011073259,0.00011255009,0.00027551083,6.327176e-7,0.00020687534,0.005992898],"genre_scores_gemma":[0.99190325,0.0000022654494,0.0070079593,0.00008749131,0.000013059631,0.000042563093,0.0000035917767,0.000008929709,0.00093089265],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99832124,0.000011698651,0.00017304819,0.0005049394,0.00033965983,0.00064943585],"domain_scores_gemma":[0.9993974,0.000006740011,0.000032796353,0.00044263678,0.000020648578,0.00009978637],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00017641102,0.00015369631,0.00012130319,0.00028392582,0.00033022068,0.00008198621,0.00069643586,0.00010790996,0.001845299],"category_scores_gemma":[0.000008166077,0.00009877628,0.000035046298,0.0008361288,0.0011594043,0.0011536697,0.00052992743,0.000100598285,0.0043310393],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000064297496,0.00014302408,0.023628475,0.000002565156,0.00000750125,0.00001458264,0.00089849083,0.04702073,0.90807533,0.0009880433,0.00034372415,0.018871112],"study_design_scores_gemma":[0.00038186653,0.00017760578,0.0028090703,0.00000550372,0.000013944555,0.000032508386,0.00018846111,0.17937961,0.7279531,0.085663535,0.0030085493,0.00038628638],"about_ca_topic_score_codex":0.000246573,"about_ca_topic_score_gemma":0.000016425043,"teacher_disagreement_score":0.18012227,"about_ca_system_score_codex":0.0001739805,"about_ca_system_score_gemma":0.00000988712,"threshold_uncertainty_score":0.9990671},"labels":[],"label_agreement":null},{"id":"W2075883199","doi":"10.2166/wst.2011.368","title":"Activated sludge modelling: development and potential use of a practical applications database","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":57,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"EnviroSim (Canada); Université Laval","funders":"Canada Research Chairs; Polytechnique Montréal","keywords":"Task (project management); Database; Computer science; Task group; Point (geometry); Engineering; Systems engineering; Engineering management; Mathematics","score_opus":0.050613504825536317,"score_gpt":0.2432119325949699,"score_spread":0.1925984277694336,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2075883199","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9619541,0.0000041712747,0.03738477,0.00015283802,0.000020102507,0.00022347251,0.0000023157195,0.000068142115,0.00019008205],"genre_scores_gemma":[0.78111374,0.000003909026,0.21874261,0.0000126631385,0.0000022319132,0.000034393663,0.0000036151932,0.0000050246213,0.00008179049],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988305,0.000010574575,0.00017925397,0.0004103497,0.00022048704,0.0003488092],"domain_scores_gemma":[0.99950826,0.000005394874,0.00004891377,0.0003343494,0.00001859552,0.000084480846],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017204175,0.00011246701,0.00010997039,0.00021986722,0.00020553915,0.00002088898,0.00027934683,0.000072249895,0.00011321801],"category_scores_gemma":[0.000006655632,0.00007670609,0.00001427419,0.00050280895,0.0013990059,0.00059407187,0.0006118221,0.00009114442,0.00010788862],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024576835,0.00020130163,0.0031227912,0.00000282201,0.00000753993,0.000018063929,0.0006698515,0.000060932296,0.9928933,0.0005475165,0.000009156933,0.0024421695],"study_design_scores_gemma":[0.00014171917,0.000047845373,0.00026235654,0.0000026922182,0.000013226432,0.00006930944,0.000079924444,0.0010104871,0.9956931,0.0006867383,0.0018877877,0.000104845625],"about_ca_topic_score_codex":0.000079555364,"about_ca_topic_score_gemma":0.0000045235893,"teacher_disagreement_score":0.18135785,"about_ca_system_score_codex":0.000054944216,"about_ca_system_score_gemma":0.000028421931,"threshold_uncertainty_score":0.51546955},"labels":[],"label_agreement":null},{"id":"W2075981940","doi":"10.2166/wst.2011.321","title":"Experimental study of the degradation of 2,4-D induced by vacuum-UV radiation","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Advanced oxidation water treatment","field":"Environmental Science","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Degradation (telecommunications); Ultrapure water; Alkalinity; Chemistry; Scavenging; Kinetics; Ion; Nuclear chemistry; Chemical engineering; Organic chemistry; Antioxidant","score_opus":0.017576349098437947,"score_gpt":0.24314723596653257,"score_spread":0.22557088686809462,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2075981940","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99869454,0.0000070655815,0.00033068412,0.00008950174,0.000091917434,0.00039100435,0.0000012319803,0.000035121026,0.00035895582],"genre_scores_gemma":[0.9991217,6.1735e-7,0.0007114489,0.000012389408,0.0000012996189,0.00004085564,0.0000010568946,0.000005045405,0.00010554055],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99890393,0.000026770253,0.00023359215,0.00029622536,0.00033223364,0.00020726077],"domain_scores_gemma":[0.99936646,0.00000337758,0.00012907841,0.00045942402,0.000015646687,0.000025998092],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017128416,0.00009332948,0.00010548605,0.00014284719,0.00013869886,0.000004540949,0.0006646264,0.00004965999,0.00017253461],"category_scores_gemma":[0.000011001116,0.00005459323,0.000017987471,0.0007779019,0.00069407996,0.00034923005,0.00041219403,0.000058928334,0.000030258092],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000051128877,0.00054216536,0.058988977,4.3745433e-7,0.0000024199776,2.1113554e-7,0.0031473294,0.000016433616,0.93558306,0.000058885325,0.0000052794403,0.001649684],"study_design_scores_gemma":[0.00031680905,0.00046690388,0.018602729,0.0000017086476,0.0000057805714,0.0000017263836,0.0015279435,0.000034180102,0.9786138,0.0003365251,0.000030404748,0.000061508596],"about_ca_topic_score_codex":0.0002493081,"about_ca_topic_score_gemma":0.000015058229,"teacher_disagreement_score":0.043030716,"about_ca_system_score_codex":0.00016548134,"about_ca_system_score_gemma":0.000009023244,"threshold_uncertainty_score":0.25573665},"labels":[],"label_agreement":null},{"id":"W2076070838","doi":"10.2166/wst.2014.227","title":"Assessment of the impact of traditional septic tank soakaway systems on water quality in Ireland","year":2014,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality and Pollution Assessment","field":"Environmental Science","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Trinity College","funders":"","keywords":"Subsoil; Groundwater; Environmental science; Water quality; Effluent; Pollutant; Surface water; Septic tank; Wastewater; Environmental engineering; Contamination; Hydrology (agriculture); Geology; Soil science; Geotechnical engineering; Soil water; Ecology","score_opus":0.02821651204522852,"score_gpt":0.3107909798583023,"score_spread":0.28257446781307377,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2076070838","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9946214,0.0000012892375,0.00050282595,0.0010592871,0.00017626822,0.00021923221,0.000011533232,0.000022148353,0.0033859985],"genre_scores_gemma":[0.99968475,6.541428e-7,0.00011739808,0.000040718576,0.0000068512263,0.000021337682,0.0000024104377,0.0000042987967,0.000121577585],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9980416,0.00019313832,0.0004465321,0.00033019247,0.00057238137,0.00041612014],"domain_scores_gemma":[0.99925566,0.000031937354,0.00011261083,0.0005340959,0.000016958205,0.00004875546],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0021858637,0.00012755443,0.0002446645,0.0002361448,0.00013119,0.000019100315,0.00076357886,0.00010538557,0.00027146438],"category_scores_gemma":[0.000021158565,0.000058647252,0.00008030914,0.0005335967,0.0018020706,0.00016489108,0.00027906243,0.00019326998,0.000049123293],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009544331,0.00039374994,0.348067,0.000019813311,0.000008446792,0.0000013322599,0.0007519205,0.02499842,0.60647345,0.018964224,0.000041763702,0.00027032074],"study_design_scores_gemma":[0.0004000268,0.00043411815,0.7913048,0.000033195018,0.000004378257,0.000015292175,0.00009435688,0.0033903609,0.19598353,0.008017535,0.00018194957,0.00014043451],"about_ca_topic_score_codex":0.0008186634,"about_ca_topic_score_gemma":0.000047567504,"teacher_disagreement_score":0.44323784,"about_ca_system_score_codex":0.00039372194,"about_ca_system_score_gemma":0.00003897734,"threshold_uncertainty_score":0.6639804},"labels":[],"label_agreement":null},{"id":"W2076384373","doi":"10.2166/wst.2006.877","title":"Optimal performance of an immersed membrane bioreactor equipped with a draft tube for domestic wastewater reclamation","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Membrane fouling; Draft tube; Fouling; Aeration; Membrane bioreactor; Membrane; Environmental engineering; Wastewater; Environmental science; Bioreactor; Hollow fiber membrane; Chemistry; Waste management; Pulp and paper industry; Engineering; Mechanical engineering","score_opus":0.007788745295033574,"score_gpt":0.23060055769260607,"score_spread":0.2228118123975725,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2076384373","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962718,0.0000039886677,0.0013563461,0.00077723677,0.00007117463,0.00058063125,0.00000485505,0.00034602158,0.0005879292],"genre_scores_gemma":[0.97530055,0.0000024335038,0.024236284,0.000018857516,0.000010672009,0.00012677145,0.000016405216,0.000016377704,0.0002716756],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9979049,0.000014505419,0.00036841302,0.000623814,0.0004216599,0.0006667158],"domain_scores_gemma":[0.9990562,0.000016495334,0.00013966179,0.00068364805,0.000054518554,0.000049479833],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00050934084,0.00021024457,0.00025104146,0.0005898673,0.00026468612,0.000045377936,0.0009851382,0.000182932,0.00015709875],"category_scores_gemma":[0.00003647517,0.00013444181,0.000030621268,0.0012336514,0.0029018854,0.0010184565,0.000264909,0.00012798334,0.00008467846],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000763869,0.00007060614,0.0022049202,0.000016986047,0.0000021803257,0.000002458275,0.00014697642,0.0054887454,0.9904917,0.00021940553,0.00001092535,0.0012687057],"study_design_scores_gemma":[0.000562743,0.000991848,0.0011208784,0.000013081364,0.000012534139,0.00005132994,0.00017082425,0.014396913,0.98164207,0.00040305985,0.00041405097,0.00022068032],"about_ca_topic_score_codex":0.000081032646,"about_ca_topic_score_gemma":0.000037067177,"teacher_disagreement_score":0.02287994,"about_ca_system_score_codex":0.00013827955,"about_ca_system_score_gemma":0.000035881476,"threshold_uncertainty_score":0.99981165},"labels":[],"label_agreement":null},{"id":"W2076897508","doi":"10.2166/wst.2006.051","title":"Trace metal levels in sediments deposited in urban stormwater management facilities","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":41,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Queen's University","funders":"","keywords":"Stormwater; Environmental science; Sediment; Environmental chemistry; Trace metal; Pollution; Environmental engineering; Clarifier; Water quality; Biofilter; Water pollution; Surface runoff; Chemistry; Metal; Geology; Ecology","score_opus":0.00965746791192076,"score_gpt":0.2043870931119107,"score_spread":0.19472962519998993,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2076897508","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9843572,0.000029898598,0.0007874491,0.00083512685,0.00016062094,0.0004902641,0.0000046982796,0.00019358678,0.013141188],"genre_scores_gemma":[0.98911494,0.0000018051497,0.0016816055,0.000059722573,0.00000761874,0.00013052736,0.0000043749487,0.00001237575,0.008987005],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9970482,0.000034885892,0.00042522745,0.0008097132,0.00055448123,0.0011275207],"domain_scores_gemma":[0.9993271,0.0000049496107,0.000045902045,0.0005613185,0.000008348498,0.00005237882],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00060350506,0.00023950984,0.00021527392,0.0015047285,0.00021119257,0.00006452143,0.0011092388,0.00011340158,0.00039906907],"category_scores_gemma":[0.0000051049856,0.00019117107,0.00003709889,0.0021551282,0.00145765,0.0008821441,0.0011480737,0.00021486514,0.0007840202],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013447817,0.00047303407,0.812844,0.000018996072,0.000010685014,0.00023411908,0.0020426358,0.0028512618,0.17633124,0.002876912,0.00079755526,0.001506104],"study_design_scores_gemma":[0.0017850961,0.00016135465,0.62864345,0.00003382942,0.000027089032,0.000030751064,0.0012043258,0.0015344465,0.3039118,0.008780633,0.052932706,0.0009545306],"about_ca_topic_score_codex":0.0018258072,"about_ca_topic_score_gemma":0.0018195785,"teacher_disagreement_score":0.18420058,"about_ca_system_score_codex":0.0009206966,"about_ca_system_score_gemma":0.000006776983,"threshold_uncertainty_score":0.999994},"labels":[],"label_agreement":null},{"id":"W2078263962","doi":"10.2166/wst.2013.020","title":"Assessing and monitoring agroenvironmental determinants of recreational freshwater quality using remote sensing","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality and Pollution Assessment","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université Laval; Institut National de Santé Publique du Québec; Public Health Agency of Canada; Centre hospitalier universitaire de Québec; Université de Montréal","funders":"Canadian Space Agency; Université de Montréal; Public Health Agency; Public Health Agency of Canada","keywords":"Recreation; Environmental science; Fecal coliform; Water quality; Impervious surface; Wildlife; Contamination; Context (archaeology); Environmental monitoring; Indicator bacteria; Environmental resource management; Remote sensing; Hydrology (agriculture); Geography; Environmental engineering; Ecology; Engineering","score_opus":0.049558275367766434,"score_gpt":0.33324557608308747,"score_spread":0.28368730071532106,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2078263962","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99407667,0.000008110386,0.004854805,0.00052201713,0.0001311499,0.00015361888,0.0000019487034,0.000045870365,0.0002057872],"genre_scores_gemma":[0.9372915,0.000004329051,0.06257085,0.00003786245,0.000015109698,0.0000010403329,8.039712e-7,0.0000070934148,0.00007142384],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982288,0.0000679864,0.00038366293,0.00044208544,0.00041178914,0.00046568617],"domain_scores_gemma":[0.9994461,0.000016024298,0.0001256758,0.00030578335,0.000016649305,0.000089802095],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007569871,0.00014181127,0.0001917725,0.00020751164,0.0003911534,0.000115185096,0.0002845054,0.00010258049,0.0003786005],"category_scores_gemma":[0.000026496573,0.00010658685,0.000026169064,0.00031463843,0.0026968159,0.0009234286,0.00065813446,0.00012830512,0.00010080297],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000016529536,0.000014254325,0.13445146,0.000005731088,0.0000017260669,0.0000022221839,0.0004100686,0.00007928135,0.83116657,0.000015622125,0.0000024494134,0.03384896],"study_design_scores_gemma":[0.00015547524,0.000032868214,0.118666194,0.000037600723,0.0000067083224,0.00005769673,0.0006128394,0.007215457,0.8700829,0.002748104,0.00020098916,0.00018314726],"about_ca_topic_score_codex":0.0018438045,"about_ca_topic_score_gemma":0.00003185357,"teacher_disagreement_score":0.057716046,"about_ca_system_score_codex":0.0002457385,"about_ca_system_score_gemma":0.000013039681,"threshold_uncertainty_score":0.99365306},"labels":[],"label_agreement":null},{"id":"W2078498906","doi":"10.2166/wst.2007.427","title":"Potential of ozonation for the degradation of antibiotics in wastewater","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Pharmaceutical and Antibiotic Environmental Impacts","field":"Environmental Science","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Fonds Québécois de la Recherche sur la Nature et les Technologies","keywords":"Degradation (telecommunications); Chemistry; Wastewater; Reaction rate constant; Sewage treatment; Antibiotics; Environmental chemistry; Aquatic environment; Pulp and paper industry; Chromatography; Kinetics; Environmental science; Environmental engineering; Biology","score_opus":0.014410385581103172,"score_gpt":0.27234550923099765,"score_spread":0.25793512364989446,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2078498906","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98895496,0.00000888695,0.009566261,0.00092828873,0.00008623545,0.00019138686,0.0000017652708,0.000009591007,0.0002525971],"genre_scores_gemma":[0.9980584,0.000009462424,0.0017942283,0.000035647205,0.0000041203125,2.325401e-7,0.0000011273759,0.0000031903253,0.00009360951],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99907607,0.0000053657245,0.00022133242,0.0001692002,0.00022225257,0.00030576182],"domain_scores_gemma":[0.9997331,0.00002008687,0.000053235308,0.00015818136,0.000007395443,0.00002799803],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007902566,0.00006101917,0.000084033105,0.00016798201,0.00006895481,0.0000051707325,0.00037447226,0.000057036188,0.000053423453],"category_scores_gemma":[0.000033641958,0.000033926866,0.000022414122,0.00050158484,0.0017506242,0.00017274353,0.00021384076,0.00006301905,0.00001290627],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011591542,0.00006302427,0.026352806,0.0000043463756,9.444014e-7,7.821408e-7,0.00006795533,0.0004761849,0.96516454,0.00029285523,0.0000028282534,0.0075621177],"study_design_scores_gemma":[0.00018550968,0.000075960204,0.034571502,0.0000057405928,0.0000056031477,0.000005081928,0.00013995101,0.0021598153,0.9616333,0.001022679,0.00014851877,0.000046335626],"about_ca_topic_score_codex":0.00003544036,"about_ca_topic_score_gemma":0.000020978292,"teacher_disagreement_score":0.009103395,"about_ca_system_score_codex":0.000058287347,"about_ca_system_score_gemma":0.000004685012,"threshold_uncertainty_score":0.6450248},"labels":[],"label_agreement":null},{"id":"W2079208304","doi":"10.2166/wst.2010.412","title":"Examination of sludge accumulation rates and sludge characteristics for a decentralized community wastewater treatment systems with individual primary clarifier tanks located in Wardsville (Ontario, Canada)","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Clarifier; Septic tank; Settling; Waste management; Environmental science; Environmental engineering; Sewage treatment; Wastewater; Residence time (fluid dynamics); Anaerobic digestion; Engineering; Methane; Chemistry; Geotechnical engineering","score_opus":0.018725585794285533,"score_gpt":0.2304600445029445,"score_spread":0.21173445870865895,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2079208304","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987526,0.000007721343,0.000054186447,0.0001388889,0.00013845765,0.0007823798,0.000029958619,0.000030686213,0.000065152075],"genre_scores_gemma":[0.9979366,0.0000032596015,0.0016738849,0.000012236524,0.0000043176656,0.00010272895,0.00012629913,0.000011360486,0.00012928512],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99851453,0.00006128787,0.0003087437,0.00033173387,0.00031514323,0.0004685519],"domain_scores_gemma":[0.9993851,0.000031828287,0.0001147648,0.00035148754,0.000042898675,0.00007389655],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005726676,0.00020618681,0.00029462177,0.000259036,0.00028229255,0.000055877143,0.00035711407,0.00016589822,0.000037442504],"category_scores_gemma":[0.000014781304,0.00013014645,0.000016752012,0.0003708159,0.0007136507,0.00029754525,0.0001931209,0.000219472,0.0000017512855],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000092390226,0.00020092698,0.44359866,0.00002273291,0.000019534978,0.0000092242535,0.003042068,0.00006454284,0.5506785,0.00004879395,0.000004909609,0.002217728],"study_design_scores_gemma":[0.0014100157,0.00044366895,0.42849752,0.000016334883,0.0000375716,0.000037017624,0.00045767528,0.0007331644,0.56769705,0.00005975812,0.00042061627,0.0001896026],"about_ca_topic_score_codex":0.27769887,"about_ca_topic_score_gemma":0.6045924,"teacher_disagreement_score":0.32689348,"about_ca_system_score_codex":0.0006225222,"about_ca_system_score_gemma":0.00016012824,"threshold_uncertainty_score":0.727111},"labels":[],"label_agreement":null},{"id":"W2079652488","doi":"10.2166/wst.2006.323","title":"The CatchMod toolbox: easy and guided access to ICT tools for Water Framework Directive implementation","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Environmental Science and Water Management","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Toolbox; Directive; Computer science; Information and Communications Technology; World Wide Web; Workflow; Knowledge management; Engineering management; Data science; Software engineering; Engineering; Database","score_opus":0.014196439070921925,"score_gpt":0.2900223840477633,"score_spread":0.2758259449768414,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2079652488","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97224766,0.000010617739,0.009621534,0.014329021,0.00022608475,0.0012207552,0.0000050388817,0.00010688159,0.0022324205],"genre_scores_gemma":[0.99521494,0.000009172562,0.002900972,0.00073560927,0.000037150472,0.00045050573,0.0000061372593,0.000011394884,0.0006340921],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9974457,0.000020296895,0.00028657788,0.0007834014,0.00044240226,0.0010215896],"domain_scores_gemma":[0.9993176,0.00003639758,0.0000449792,0.0004925737,0.000014606963,0.000093880124],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0009365975,0.00019238876,0.00013794923,0.00017474082,0.0013045795,0.00065388466,0.0014110027,0.00007805671,0.00014526483],"category_scores_gemma":[0.00003079583,0.0001006973,0.000034569635,0.0006292682,0.0015321745,0.0013722879,0.001639839,0.000099286146,0.00023036572],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039920742,0.00012374084,0.14605576,0.00000855566,0.000012727338,0.000010842614,0.0022218863,0.0019894713,0.71259856,0.006979568,0.004949015,0.12500997],"study_design_scores_gemma":[0.00021337939,0.00017164805,0.042635303,0.0000052485657,0.000011466478,0.000007813683,0.0005669019,0.00011265978,0.8349213,0.041687258,0.079387575,0.00027943656],"about_ca_topic_score_codex":0.00056963414,"about_ca_topic_score_gemma":0.00037427706,"teacher_disagreement_score":0.12473053,"about_ca_system_score_codex":0.00032922503,"about_ca_system_score_gemma":0.000006733494,"threshold_uncertainty_score":0.9999956},"labels":[],"label_agreement":null},{"id":"W2080350845","doi":"10.2166/wst.2013.323","title":"Occurrence of tylosin in swine wastewater in Mexico","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Aquaculture disease management and microbiota","field":"Immunology and Microbiology","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Centre de Recherche Industrielle du Québec","funders":"","keywords":"Tylosin; Wastewater; Slurry; Animal science; Biology; Veterinary medicine; Antibiotics; Environmental engineering; Environmental science; Microbiology; Medicine","score_opus":0.006123567642932561,"score_gpt":0.21461514614123542,"score_spread":0.20849157849830285,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2080350845","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9964646,0.00031169388,0.000016616272,0.001679245,0.00021722542,0.0003345997,0.000009264939,0.000058938735,0.0009078018],"genre_scores_gemma":[0.9992078,0.000011589626,0.00006732159,0.00008272057,0.0000020065472,0.000045916568,0.00003106792,0.0000032981095,0.0005482881],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998533,0.000030941097,0.00033244627,0.00042256867,0.00003979453,0.00064125954],"domain_scores_gemma":[0.99948573,0.0000072489447,0.000053022573,0.0003743977,0.00006420586,0.000015386335],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00028905564,0.00014867062,0.000249703,0.0013945332,0.000057612862,0.000014177826,0.00082203123,0.00019883303,0.00060190156],"category_scores_gemma":[0.000033117445,0.00009867781,0.0000310684,0.0011705271,0.0014430949,0.00026127583,0.00046244112,0.00023393104,0.0012218327],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009314635,0.00010921453,0.022415537,0.000009439753,0.0000041365497,0.0000046548403,0.00045599235,0.000004891903,0.9742522,0.00059168023,0.0007586151,0.0013843072],"study_design_scores_gemma":[0.00064360077,0.000069862355,0.0039360705,0.000029873445,0.0000045980205,0.000010226497,0.0005290645,0.00000490527,0.98849183,0.00094083685,0.0051897787,0.00014937532],"about_ca_topic_score_codex":0.00012579087,"about_ca_topic_score_gemma":0.000053775137,"teacher_disagreement_score":0.018479468,"about_ca_system_score_codex":0.000048237114,"about_ca_system_score_gemma":0.000032123095,"threshold_uncertainty_score":0.9995558},"labels":[],"label_agreement":null},{"id":"W2081268544","doi":"10.2166/wst.2010.974","title":"Enhancing biological phosphorus removal with glycerol","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Aecom (Canada); University of Winnipeg; University of Manitoba","funders":"","keywords":"Enhanced biological phosphorus removal; Glycerol; Industrial fermentation; Activated sludge; Chemistry; Phosphorus; Pulp and paper industry; Waste management; Sewage treatment; Fermentation; Food science; Biochemistry; Organic chemistry","score_opus":0.006552167236715019,"score_gpt":0.20415161448109023,"score_spread":0.19759944724437523,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2081268544","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99544036,0.000010137381,0.00023089629,0.0008245919,0.00021048654,0.00018378091,8.2342837e-7,0.00029203267,0.002806909],"genre_scores_gemma":[0.9614475,0.0000031879244,0.037958175,0.0000880573,0.000023948975,0.00002331435,0.0000017122761,0.00001065238,0.00044349147],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9979218,0.000010218512,0.00017093387,0.0006977931,0.00034617804,0.00085303053],"domain_scores_gemma":[0.999267,0.000007423153,0.00003968928,0.0005405109,0.000016056412,0.00012933924],"candidate_categories":["sts","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00035636913,0.00020428287,0.0001738725,0.00021429682,0.00043090747,0.000060324215,0.0009289673,0.00017842547,0.0007781926],"category_scores_gemma":[0.000019479907,0.000106862215,0.00003475871,0.00096871966,0.003317604,0.00029924218,0.00060722436,0.0003178799,0.0014457967],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024056408,0.000047474885,0.033745393,4.038146e-7,0.0000028606435,0.00011239728,0.0001431986,0.000004458754,0.96180296,0.0002549387,0.0000098393375,0.0038520189],"study_design_scores_gemma":[0.00029789304,0.00029999678,0.0015793158,0.0000026704483,0.000006615484,0.0007281299,0.00008189131,0.000041990294,0.98477376,0.001449912,0.010539173,0.00019867087],"about_ca_topic_score_codex":0.000094851755,"about_ca_topic_score_gemma":0.00014002711,"teacher_disagreement_score":0.037727278,"about_ca_system_score_codex":0.000084905856,"about_ca_system_score_gemma":0.00002231216,"threshold_uncertainty_score":0.9993948},"labels":[],"label_agreement":null},{"id":"W2081441959","doi":"10.2166/wst.2006.314","title":"Tracing nitrates and sulphates in river basins using isotope techniques","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Soil and Water Nutrient Dynamics","field":"Environmental Science","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Calgary; Agriculture and Agri-Food Canada","funders":"University of Calgary; Alberta Water Research Institute","keywords":"Tributary; Nitrate; δ34S; Hydrology (agriculture); Watershed; Drainage basin; Structural basin; Environmental science; Stable isotope ratio; Surface water; Isotope analysis; Environmental chemistry; Geology; Oceanography; Chemistry; Environmental engineering; Geomorphology","score_opus":0.005567388746069625,"score_gpt":0.20877131489482437,"score_spread":0.20320392614875474,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2081441959","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973461,0.000029936986,0.0005776806,0.00048511178,0.00006003415,0.00015326616,0.0000015117602,0.00018418915,0.0011621461],"genre_scores_gemma":[0.9930789,0.0000091567135,0.0067566037,0.00005703557,0.000013351918,0.000012005769,0.000001163453,0.000008920617,0.00006286553],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985332,0.0000129701975,0.00020542224,0.0004829187,0.00019134571,0.00057416246],"domain_scores_gemma":[0.99968374,0.0000074984914,0.000034348875,0.00022379395,0.000011179203,0.000039459825],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034440937,0.00014501851,0.00014298403,0.0005158451,0.00023613931,0.000065800516,0.0004152631,0.000120217905,0.00001739533],"category_scores_gemma":[0.000009934442,0.00010518564,0.000016165865,0.0011261739,0.0025278563,0.00059539615,0.00043397307,0.00014408417,0.00003167341],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000028623517,0.00004091353,0.85599965,0.0000025158984,4.0028533e-7,0.000013230392,0.00025601848,0.00017754755,0.13979284,0.0002872805,0.000005230903,0.0034215238],"study_design_scores_gemma":[0.00019665752,0.00007016638,0.03340804,0.000023615408,0.0000049523865,0.00007969517,0.00015281599,0.0077239084,0.85811025,0.09919063,0.0007520418,0.00028725035],"about_ca_topic_score_codex":0.0012286359,"about_ca_topic_score_gemma":0.00013556045,"teacher_disagreement_score":0.8225916,"about_ca_system_score_codex":0.00016509235,"about_ca_system_score_gemma":0.000009730157,"threshold_uncertainty_score":0.93139917},"labels":[],"label_agreement":null},{"id":"W2081601622","doi":"10.2166/wst.2007.211","title":"Multivariate statistical analysis of a high rate biofilm process treating kraft mill bleach plant effluent","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Catalyst Paper (Canada); University of Toronto","funders":"","keywords":"Multivariate statistics; Partial least squares regression; Effluent; Environmental science; Sewage treatment; Moving bed biofilm reactor; Environmental engineering; Statistics; Pulp and paper industry; Engineering; Mathematics; Biofilm","score_opus":0.007745483073782415,"score_gpt":0.24847002196626228,"score_spread":0.24072453889247986,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2081601622","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9942172,0.00000885502,0.004954008,0.0001631316,0.00006330145,0.00021445117,0.000036076777,0.000111613124,0.00023133981],"genre_scores_gemma":[0.9800505,0.0000017694009,0.019749394,0.000028434702,0.0000069239495,0.000014058713,0.000031366577,0.000009867217,0.00010768686],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99753135,0.000031744265,0.00042342555,0.00069481024,0.00044484323,0.0008738015],"domain_scores_gemma":[0.9992632,0.000045518897,0.00011391905,0.00041610605,0.00003056953,0.00013063701],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010384576,0.00022030737,0.0003814898,0.0010247667,0.00025385793,0.000031125368,0.00067408115,0.00012875188,0.0003292822],"category_scores_gemma":[0.0000412447,0.00013958666,0.000065565946,0.003098664,0.001670091,0.000204233,0.00035038817,0.00013500352,0.00012201971],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005569489,0.00020030176,0.14234604,0.0000061747064,0.00010560951,0.00008799591,0.0009848127,0.00096378673,0.8521424,0.00035204354,0.0000044175554,0.002750737],"study_design_scores_gemma":[0.00043451687,0.00019453505,0.041109,0.0000068775794,0.00024985452,0.00001948342,0.00022357074,0.0029147943,0.95377314,0.0008059099,0.00007264952,0.00019565418],"about_ca_topic_score_codex":0.0009990647,"about_ca_topic_score_gemma":0.00025871836,"teacher_disagreement_score":0.10163076,"about_ca_system_score_codex":0.00018655823,"about_ca_system_score_gemma":0.000019871652,"threshold_uncertainty_score":0.615352},"labels":[],"label_agreement":null},{"id":"W2083118125","doi":"10.2166/wst.2006.302","title":"Neural networks modelling of streamflow, phosphorus, and suspended solids: application to the Canadian Boreal forest","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrology and Watershed Management Studies","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Lakehead University; University of Alberta","funders":"University of Alberta","keywords":"Eutrophication; Environmental science; Total suspended solids; Streamflow; Water quality; Suspended solids; Phosphorus; Nutrient; Watershed; Hydrology (agriculture); Taiga; Environmental engineering; Ecology; Sewage treatment; Chemical oxygen demand; Drainage basin; Computer science; Wastewater; Chemistry; Engineering","score_opus":0.006024025765861249,"score_gpt":0.18942886856210212,"score_spread":0.18340484279624086,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2083118125","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95161325,0.00003900245,0.029165907,0.011216795,0.000074939635,0.0004022102,0.000001397075,0.000059369024,0.0074271574],"genre_scores_gemma":[0.9992068,0.000008473139,0.0004146862,0.00021969617,0.000010903008,0.000041953408,0.0000030796634,0.0000043407754,0.00009007541],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988648,0.000008785764,0.00013853809,0.00033871323,0.00013730438,0.0005118322],"domain_scores_gemma":[0.9996095,0.0000055553087,0.00002879019,0.00028912007,0.000011296892,0.00005577978],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032807753,0.00009702456,0.000100061654,0.00017907131,0.00059863337,0.000024012541,0.00052773894,0.00007564133,0.000010580744],"category_scores_gemma":[0.0000040350205,0.000059645015,0.000012629342,0.0005583865,0.0015380342,0.00012009222,0.00043253254,0.00010426195,0.000028015284],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008163564,0.000019329998,0.31013244,0.0000015653225,0.000004135897,0.0000043016607,0.0003473952,0.6771752,0.0006723242,0.005250302,0.0004466694,0.0059381286],"study_design_scores_gemma":[0.00021590933,0.00014322775,0.058069494,0.0000038115916,0.00002378378,0.000012798883,0.00018253602,0.8929915,0.013728313,0.02494577,0.009406601,0.00027626482],"about_ca_topic_score_codex":0.13219239,"about_ca_topic_score_gemma":0.38619244,"teacher_disagreement_score":0.25400007,"about_ca_system_score_codex":0.00008735594,"about_ca_system_score_gemma":0.000007314603,"threshold_uncertainty_score":0.8735864},"labels":[],"label_agreement":null},{"id":"W2083575323","doi":"10.2166/wst.2006.193","title":"Polyhydroxyalkanoates (PHA) production using wastewater as carbon source and activated sludge as microorganisms","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"biodegradable polymer synthesis and properties","field":"Materials Science","cited_by":59,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique","funders":"","keywords":"Polyhydroxyalkanoates; Pulp and paper industry; Wastewater; Activated sludge; Waste management; Pulp (tooth); Microorganism; Chemistry; Sewage treatment; Carbon source; Environmental science; Starch; Activated carbon; Food science; Environmental engineering; Bacteria; Biology; Organic chemistry; Engineering; Biochemistry; Adsorption","score_opus":0.009609885818687254,"score_gpt":0.20705715376888828,"score_spread":0.19744726795020104,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2083575323","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9941866,0.0011191336,0.000034966248,0.0032228357,0.0004773102,0.00017965649,0.0000014928672,0.00038685952,0.00039117178],"genre_scores_gemma":[0.99753445,0.00001023632,0.0008704964,0.00006931968,0.00008062054,0.000015568285,0.0000012044471,0.0000269272,0.0013912008],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9976035,0.00004796058,0.00030463538,0.0008614131,0.0003272967,0.00085519213],"domain_scores_gemma":[0.9992193,0.000007899798,0.00009435716,0.0005108312,0.00009515924,0.00007245202],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00055368594,0.0002660657,0.00027028867,0.00065043144,0.000743077,0.00026578797,0.0005978919,0.00021241998,0.00009435698],"category_scores_gemma":[0.000044400036,0.00017109427,0.000026409167,0.0007115023,0.00214712,0.0004926943,0.0004487213,0.00015767226,0.000111631394],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020341953,0.000034711145,0.00056937314,0.000010088507,0.0000022943586,0.000004955911,0.00038683353,0.000009013449,0.99737495,0.000117044736,0.000007048516,0.0014633574],"study_design_scores_gemma":[0.0001171439,0.000112989495,0.000028260312,0.000028262977,0.000016903796,0.00037258287,0.00032534223,0.0001440641,0.9955528,0.001959814,0.0010518603,0.00028999432],"about_ca_topic_score_codex":0.0031731178,"about_ca_topic_score_gemma":0.000029231498,"teacher_disagreement_score":0.0033478525,"about_ca_system_score_codex":0.00009006994,"about_ca_system_score_gemma":0.000093598144,"threshold_uncertainty_score":0.7911153},"labels":[],"label_agreement":null},{"id":"W2083769617","doi":"10.2166/wst.2007.323","title":"Coupled anaerobic–aerobic treatment of whey wastewater in a sequencing batch reactor: proof of concept","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Biotechnology Research Institute","funders":"","keywords":"Anaerobic exercise; Chemical oxygen demand; Chemistry; Wastewater; Sequencing batch reactor; Aeration; Pulp and paper industry; Bioreactor; Chromatography; Environmental science; Environmental engineering; Biology; Organic chemistry","score_opus":0.014181664417738403,"score_gpt":0.23324739271142192,"score_spread":0.2190657282936835,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2083769617","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986307,0.000054493117,0.00011971085,0.00017678608,0.000097237,0.00046774134,0.0000024236542,0.00005544211,0.00039543485],"genre_scores_gemma":[0.99347204,0.000006029347,0.006254855,0.0000088401675,0.000008892715,0.000019463489,0.0000050443755,0.000013958586,0.0002108811],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9975267,0.00002278875,0.00057226827,0.0005949975,0.00041217878,0.0008710678],"domain_scores_gemma":[0.9991358,0.000014866541,0.00014424097,0.00058063166,0.000030285872,0.000094183066],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005689626,0.000251915,0.00042789037,0.000672807,0.00008060242,0.0000125664255,0.00062304345,0.00016897506,0.00021894871],"category_scores_gemma":[0.000012486378,0.00016083673,0.00007455166,0.0013515132,0.002233877,0.00032153237,0.00027365994,0.00009322486,0.000033888886],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039795246,0.00022109452,0.027766446,0.0000045902616,0.000008576919,0.000049946226,0.0029699758,0.00018189209,0.9664109,0.00005012032,0.0000023994555,0.0022942715],"study_design_scores_gemma":[0.0008600939,0.0008759742,0.0012452357,0.000021071517,0.000015883988,0.000043717722,0.00071259105,0.0002426503,0.9952034,0.0004454973,0.00016141027,0.00017249923],"about_ca_topic_score_codex":0.0011374941,"about_ca_topic_score_gemma":0.00066517206,"teacher_disagreement_score":0.028792484,"about_ca_system_score_codex":0.0008589466,"about_ca_system_score_gemma":0.00005289572,"threshold_uncertainty_score":0.8230813},"labels":[],"label_agreement":null},{"id":"W2084280441","doi":"10.2166/wst.2007.155","title":"Off flavours in large waterbodies: physics, chemistry and biology in synchrony","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Aquatic Ecosystems and Phytoplankton Dynamics","field":"Environmental Science","cited_by":48,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"St. Lawrence River Institute of Environmental Sciences; Ministry of the Environment, Conservation and Parks; Fisheries and Oceans Canada; Environment and Climate Change Canada","funders":"","keywords":"Benthic zone; Plankton; Environmental science; Aquatic ecosystem; Outbreak; Ecology; Geography; Biology","score_opus":0.005592324922088143,"score_gpt":0.23025131374363228,"score_spread":0.22465898882154414,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2084280441","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9950378,0.00004743416,0.0013805196,0.0003590619,0.000081765334,0.00012493019,0.0000029334465,0.00004724103,0.002918313],"genre_scores_gemma":[0.9992948,0.00001740731,0.00049527595,0.000053952655,0.000013269652,0.000009549354,0.0000028147672,0.0000064754713,0.00010642584],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99835527,0.000010313647,0.00026378824,0.00047810306,0.000106179126,0.0007863586],"domain_scores_gemma":[0.9995843,0.00001529061,0.00004250146,0.00029279507,0.0000060953107,0.000059012862],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011076676,0.00013063099,0.0001928383,0.00013142411,0.000095853386,0.000015703788,0.0004660605,0.00017050715,0.000104465194],"category_scores_gemma":[0.00002766569,0.00009666069,0.000013235442,0.0006895983,0.0011803102,0.00016762351,0.0005313223,0.00021192887,0.00009085943],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004532499,0.00005556445,0.79809755,0.000010715713,9.251727e-7,0.000022130565,0.0008820294,0.000053599557,0.19056316,0.0011653467,0.0000061476517,0.00913829],"study_design_scores_gemma":[0.0023644445,0.0002982545,0.16097215,0.00013659152,0.000008908147,0.00018256971,0.0032924628,0.0373235,0.7174083,0.059502605,0.017168064,0.0013421531],"about_ca_topic_score_codex":0.00019548203,"about_ca_topic_score_gemma":0.0014857437,"teacher_disagreement_score":0.63712543,"about_ca_system_score_codex":0.00022552963,"about_ca_system_score_gemma":0.000013548541,"threshold_uncertainty_score":0.4348902},"labels":[],"label_agreement":null},{"id":"W2085063377","doi":"10.2166/wst.2006.317","title":"Impacts of urbanization on West Nose Creek: a Canadian experience","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Urbanization; Hydrograph; Stormwater; Impervious surface; Habitat; Environmental science; Hydrology (agriculture); STREAMS; Surface runoff; Channel (broadcasting); Urban stream; Erosion; Relocation; Geography; Water resource management; Ecology; Geology; Engineering; Geotechnical engineering","score_opus":0.0040733277819455,"score_gpt":0.19809464039299535,"score_spread":0.19402131261104985,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2085063377","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9903272,0.000011689724,0.00017285885,0.0010045194,0.0000752738,0.00010361262,0.0000024685503,0.00007205373,0.008230321],"genre_scores_gemma":[0.99937475,0.0000029482992,0.00020734438,0.00020710133,0.000009096531,0.000012384193,0.000004234315,0.0000053850367,0.00017676863],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99865055,0.0000067465157,0.00018116647,0.00037484095,0.00024103113,0.00054566935],"domain_scores_gemma":[0.9995431,0.000004982969,0.00003937199,0.00029494005,0.000020102803,0.00009754539],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0001919462,0.000100184385,0.000110004104,0.00037504992,0.00032579625,0.00001846725,0.0006381733,0.00012773412,0.0011701977],"category_scores_gemma":[0.000023782994,0.00007966077,0.000015402493,0.0013139215,0.002083912,0.0003229148,0.00006729174,0.00010140351,0.00030766914],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000054738266,0.000067379224,0.75062186,0.0000027392157,8.261248e-7,0.000020946598,0.00058172736,0.0008664394,0.24600583,0.0011651658,0.00012642928,0.0005351999],"study_design_scores_gemma":[0.00017438785,0.00023228937,0.10718408,0.000009594253,0.000004648,0.000019376179,0.00008237721,0.00017660142,0.8814518,0.0029767544,0.007506008,0.00018212393],"about_ca_topic_score_codex":0.057524618,"about_ca_topic_score_gemma":0.12017336,"teacher_disagreement_score":0.64343774,"about_ca_system_score_codex":0.00012407734,"about_ca_system_score_gemma":0.0000592477,"threshold_uncertainty_score":0.99974287},"labels":[],"label_agreement":null},{"id":"W2085080619","doi":"10.2166/wst.2011.004","title":"Treating municipal wastewater with the goal of resource recovery","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water-Energy-Food Nexus Studies","field":"Environmental Science","cited_by":40,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydromantis Environmental Software Solutions (Canada)","funders":"","keywords":"Wastewater; Anaerobic digestion; Energy recovery; Waste management; Sewage treatment; Environmental science; Resource recovery; Nutrient; Environmental engineering; Engineering; Chemistry; Energy (signal processing)","score_opus":0.005039758784892233,"score_gpt":0.1907240042212437,"score_spread":0.18568424543635145,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2085080619","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9715216,0.0000071615873,0.000035110188,0.0019535883,0.00006348938,0.0000855592,0.0000025768707,0.000051026705,0.02627986],"genre_scores_gemma":[0.9978964,5.9793746e-7,0.0014126616,0.000041457948,0.000010903779,0.000018863153,4.5601314e-7,0.000009472329,0.0006091985],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99853027,0.000021258289,0.00020951037,0.00036990579,0.0003640787,0.000504992],"domain_scores_gemma":[0.9991024,0.000028119439,0.000097054835,0.0007160976,0.000020751468,0.00003556352],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00050257525,0.0001376918,0.00018770862,0.00019945874,0.00030513734,0.0000128579,0.0012365343,0.00008915493,0.00009631195],"category_scores_gemma":[0.00003409456,0.00006342157,0.000031068044,0.00083475513,0.006298672,0.00020504056,0.0011920799,0.00021067064,0.0000261572],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019164525,0.000031141186,0.0056432127,0.0000023659802,0.0000056043896,0.0000033356519,0.0015297099,0.00021313013,0.98882174,0.001634776,0.000043699292,0.00205213],"study_design_scores_gemma":[0.00013880651,0.00033413232,0.0011994119,0.000008353899,0.000010090866,0.000037097037,0.0011032942,0.0001106015,0.9887269,0.005021196,0.003200046,0.0001100797],"about_ca_topic_score_codex":0.00041419588,"about_ca_topic_score_gemma":0.0008947904,"teacher_disagreement_score":0.02637476,"about_ca_system_score_codex":0.000034001172,"about_ca_system_score_gemma":0.000011154627,"threshold_uncertainty_score":0.9964056},"labels":[],"label_agreement":null},{"id":"W2085738888","doi":"10.2166/wst.2008.009","title":"Dewatering and disinfection of aerobic and anaerobic sludge using an electrokinetic (EK) system","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Electrokinetic Soil Remediation Techniques","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba; Concordia University","funders":"","keywords":"Dewatering; Electrokinetic phenomena; Biosolids; Chemistry; Fecal coliform; Pulp and paper industry; Sewage sludge; Anaerobic digestion; Suspended solids; Total dissolved solids; Human decontamination; Sewage; Waste management; Environmental science; Environmental chemistry; Environmental engineering; Water quality; Wastewater; Ecology; Biology; Methane","score_opus":0.00902571223102733,"score_gpt":0.20743874823444108,"score_spread":0.19841303600341376,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2085738888","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9858532,0.0001906012,0.012807745,0.000020396506,0.00007692452,0.0001443967,3.645081e-7,0.00084277644,0.00006357849],"genre_scores_gemma":[0.9956482,0.00009729107,0.004201561,0.000002967499,0.000013586221,0.000013882748,9.469251e-7,0.000018712228,0.000002824519],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99895877,0.000012255014,0.00022333598,0.00027773716,0.00014177787,0.00038612587],"domain_scores_gemma":[0.99958396,0.0000063972584,0.000033462216,0.00025269663,0.00006478699,0.000058721613],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017578847,0.00013998275,0.00019301614,0.00094767293,0.00015402233,0.000021002092,0.00018954463,0.00010299985,0.0000012190928],"category_scores_gemma":[0.000013694859,0.00011760829,0.0000115811745,0.0007385803,0.0006742087,0.00027965772,0.00008182542,0.00012807941,9.586036e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000011726585,0.0000061975406,0.0027852259,0.000035547266,0.0000027228214,0.0000033750455,0.00017090002,0.00029360905,0.99501365,0.00039792017,6.153913e-7,0.0012890644],"study_design_scores_gemma":[0.00010611517,0.0001642203,0.0022203324,0.000023547333,0.000008181782,0.00054044847,0.00004486881,0.019655686,0.97686493,0.00022106999,0.000017838258,0.00013274144],"about_ca_topic_score_codex":0.00003886713,"about_ca_topic_score_gemma":0.000007286123,"teacher_disagreement_score":0.019362077,"about_ca_system_score_codex":0.00012078388,"about_ca_system_score_gemma":0.000018013747,"threshold_uncertainty_score":0.47959268},"labels":[],"label_agreement":null},{"id":"W2086104823","doi":"10.2166/wst.2006.875","title":"A unique, environmentally sustainable and cost– effective programme to re-vegetate military training lands utilising composted wastewater biosolids at a large Canadian military training centre","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Composting and Vermicomposting Techniques","field":"Agricultural and Biological Sciences","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Biosolids; Training (meteorology); Waste management; Wastewater; Environmental science; Engineering; Environmental planning; Environmental engineering; Geography","score_opus":0.011828728717483278,"score_gpt":0.21090671974683006,"score_spread":0.19907799102934678,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2086104823","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9912501,0.00015554651,0.000015170066,0.0059598107,0.000056764726,0.0013698015,0.00004324504,0.00059472356,0.0005548342],"genre_scores_gemma":[0.9974332,0.000005920571,0.0016939135,0.00029921098,0.000045060115,0.00010897705,0.00010242209,0.000005784299,0.00030554464],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9962938,0.000094602205,0.00034523182,0.00093852234,0.0002621883,0.0020656863],"domain_scores_gemma":[0.9992326,0.000074074014,0.00004394866,0.00019570586,0.000088659544,0.00036499798],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0010587692,0.00033917825,0.00036644182,0.00037988182,0.0014685452,0.00007704238,0.0006589104,0.00022073506,0.000032093154],"category_scores_gemma":[0.000063645195,0.0001621065,0.00006347298,0.0010748649,0.0007885273,0.00024015205,0.00074595533,0.00028630398,0.000011867424],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000061102735,0.0000929181,0.028281445,0.000022550019,0.000010149298,0.00022314032,0.0050041056,0.000035009292,0.93016833,0.0002490074,0.000118964315,0.03573329],"study_design_scores_gemma":[0.0017358891,0.0034134088,0.08757427,0.0005660366,0.00008123209,0.0008960126,0.038479768,0.005187014,0.70460725,0.0072660707,0.14753114,0.0026619064],"about_ca_topic_score_codex":0.04019901,"about_ca_topic_score_gemma":0.09669752,"teacher_disagreement_score":0.22556107,"about_ca_system_score_codex":0.00047866473,"about_ca_system_score_gemma":0.000046226054,"threshold_uncertainty_score":0.9998314},"labels":[],"label_agreement":null},{"id":"W2086765644","doi":"10.2166/wst.2009.047","title":"Inhibition of biological phosphorus removal in a sequencing moving bed biofilm reactor in seawater","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Montreal Biodome; Institut National de la Recherche Scientifique; Polytechnique Montréal; Université Laval","funders":"","keywords":"Seawater; Denitrifying bacteria; Phosphorus; Enhanced biological phosphorus removal; Environmental science; Nitrate; Denitrification; Sequencing batch reactor; Phosphate; Mesocosm; Environmental engineering; Environmental chemistry; Chemistry; Pulp and paper industry; Activated sludge; Wastewater; Nutrient; Nitrogen; Ecology; Biology","score_opus":0.015680250467861232,"score_gpt":0.22590018973233386,"score_spread":0.21021993926447263,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2086765644","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981822,0.000027768821,0.000017808305,0.0006361873,0.00004810117,0.00021955908,9.938541e-7,0.00007921958,0.0007881808],"genre_scores_gemma":[0.9939562,0.000011513525,0.005905028,0.000069818976,0.0000063161297,0.000009783477,0.0000036728686,0.000005189836,0.000032445358],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99804914,0.000032315063,0.00036401852,0.0005742129,0.00026519073,0.00071513845],"domain_scores_gemma":[0.9995629,0.0000074855075,0.000060088954,0.00030295987,0.000010765786,0.000055751047],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005919514,0.00017431592,0.0002459837,0.00068931177,0.00006843508,0.000020691667,0.00042043385,0.00019277279,0.00008680157],"category_scores_gemma":[0.000030043095,0.00011418548,0.00003952618,0.0016115451,0.00097065367,0.00038294742,0.00029204902,0.00019762933,0.00008857749],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022288461,0.00007481096,0.06641173,9.681423e-7,6.8994393e-7,0.00018388862,0.0006197871,0.000038655864,0.92875516,0.00006892729,0.0000016823763,0.0038214237],"study_design_scores_gemma":[0.00040790156,0.0002526274,0.011725596,0.000024777402,0.0000020754412,0.00009468118,0.00024613357,0.00029414205,0.98234475,0.004391663,0.00006157252,0.00015409305],"about_ca_topic_score_codex":0.0005062898,"about_ca_topic_score_gemma":0.00008527779,"teacher_disagreement_score":0.054686133,"about_ca_system_score_codex":0.00056228676,"about_ca_system_score_gemma":0.000024520254,"threshold_uncertainty_score":0.46563488},"labels":[],"label_agreement":null},{"id":"W2086959494","doi":"10.2166/wst.2007.371","title":"Integrated advanced natural wastewater treatment system for small communities","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Constructed Wetlands for Wastewater Treatment","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique","funders":"","keywords":"Effluent; Suspended solids; Total suspended solids; Environmental science; Wastewater; Phosphorus; Environmental engineering; Sewage treatment; Constructed wetland; Nitrate; Wetland; Nitrogen; Nutrient; Stabilization pond; Total dissolved solids; Waste management; Chemistry; Chemical oxygen demand; Ecology; Engineering","score_opus":0.009990989742416112,"score_gpt":0.2196888054697984,"score_spread":0.2096978157273823,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2086959494","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9956067,0.000027779965,0.0009163696,0.00039884332,0.0005788122,0.0007596891,0.00001366581,0.00052806374,0.0011700635],"genre_scores_gemma":[0.98681974,0.0000029592436,0.012104572,0.000025026371,0.00001410266,0.00015578065,0.00003468308,0.000022380309,0.00082074944],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99764633,0.000019731067,0.00037280686,0.0005313907,0.00025141396,0.0011782983],"domain_scores_gemma":[0.9989335,0.00003337916,0.00007346441,0.0007862953,0.00004564888,0.00012770129],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047170572,0.00033186382,0.00030317839,0.0005851573,0.00064427475,0.00007589718,0.0010043816,0.00013939066,0.00007108303],"category_scores_gemma":[0.000009811058,0.00019475172,0.0000831607,0.0008426555,0.0020475849,0.000284922,0.0005117736,0.00015196172,0.00019715965],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015664272,0.00014751028,0.025492935,0.00001604449,0.000031120282,0.00004564038,0.0031996593,0.00019297437,0.8804672,0.0006115846,0.000011305625,0.08962742],"study_design_scores_gemma":[0.0011583859,0.0005888199,0.00048189613,0.000027858332,0.000026350508,0.00020139501,0.006804845,0.0006591729,0.98026866,0.00033735234,0.009149068,0.00029620234],"about_ca_topic_score_codex":0.0005630257,"about_ca_topic_score_gemma":0.0017574405,"teacher_disagreement_score":0.09980149,"about_ca_system_score_codex":0.001622833,"about_ca_system_score_gemma":0.000030095298,"threshold_uncertainty_score":0.7941745},"labels":[],"label_agreement":null},{"id":"W2087389781","doi":"10.2166/wst.2007.346","title":"RTD (residence time distribution) predictions in large mechanically aerated lagoons","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia; Process Simulations Limited (Canada)","funders":"","keywords":"Residence time distribution; Aeration; Inlet; Computational fluid dynamics; Baffle; Residence time (fluid dynamics); Environmental science; Environmental engineering; TRACER; Flow (mathematics); Wastewater; Engineering; Marine engineering; Mechanics; Waste management; Mechanical engineering; Geotechnical engineering","score_opus":0.0031525132881290983,"score_gpt":0.20509709362832754,"score_spread":0.20194458034019844,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2087389781","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8845883,0.000053670974,0.11136571,0.0009345068,0.00035375552,0.00015927998,0.000022755112,0.0011782728,0.0013437755],"genre_scores_gemma":[0.9992777,0.000007023373,0.00052917044,0.000033616903,0.000020689598,0.000012334692,0.000013352742,0.0000082983615,0.00009778175],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985277,0.000005656979,0.00025454068,0.00027099755,0.0001969032,0.0007441787],"domain_scores_gemma":[0.9995264,0.000011110014,0.0000122653955,0.00031185918,0.00006107804,0.00007731183],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00059268804,0.000118251155,0.00014690848,0.00051559944,0.00017586569,0.00003244694,0.000529981,0.00018756106,0.00009654983],"category_scores_gemma":[0.000080674334,0.00009267933,0.000023223885,0.0016181432,0.00031740958,0.00021295586,0.0001258691,0.00029181282,0.00018490886],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000731972,0.00004866352,0.0027597032,0.000010095018,0.000009080929,0.000116018084,0.00036858307,0.004704527,0.9649864,0.023698285,0.00058735174,0.0027039922],"study_design_scores_gemma":[0.00038462764,0.00008073606,0.00871723,0.000030819014,0.000008181338,0.00010174397,0.00009087163,0.050882287,0.9213593,0.007959094,0.010043373,0.00034171203],"about_ca_topic_score_codex":0.000007106229,"about_ca_topic_score_gemma":0.00014712261,"teacher_disagreement_score":0.11468946,"about_ca_system_score_codex":0.00013637029,"about_ca_system_score_gemma":0.00003139228,"threshold_uncertainty_score":0.37793535},"labels":[],"label_agreement":null},{"id":"W2087470297","doi":"10.2166/wst.2007.316","title":"Aeration effect on the efficiency of swine manure treatment in a trickling filter packed with organic materials","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Odor and Emission Control Technologies","field":"Chemical Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Centre de Recherche Industrielle du Québec; Université Laval","funders":"","keywords":"Aeration; Biofilter; Nitrification; Manure; Chemistry; Trickling filter; Denitrification; Organic matter; Nitrogen; Animal science; Ammonia; Pulp and paper industry; Environmental engineering; Environmental chemistry; Environmental science; Agronomy; Wastewater; Biology; Biochemistry","score_opus":0.007429561116914695,"score_gpt":0.22831621185184178,"score_spread":0.22088665073492708,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2087470297","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99529105,0.000019054129,0.0023073696,0.0015991817,0.000065551365,0.00030441882,9.570298e-7,0.00024350961,0.00016888863],"genre_scores_gemma":[0.99962175,0.0000028229147,0.00019079034,0.000021163356,0.000012674696,0.000033407214,0.000001106265,0.000009258072,0.000107045744],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988336,0.000011536911,0.00024826368,0.00029445728,0.00017173431,0.00044041578],"domain_scores_gemma":[0.99939007,0.000085428765,0.000049039816,0.000414376,0.00003826495,0.000022827957],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007004865,0.00015401041,0.00023577474,0.00065023924,0.00009177497,0.000019599473,0.00045087124,0.00015014895,0.000057486803],"category_scores_gemma":[0.00019955484,0.00006657216,0.000021497974,0.0011338963,0.00035837048,0.00006734616,0.00008453557,0.00013908351,0.000017874394],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000057969417,0.000042981213,0.00052373356,0.0000064203496,0.000003089648,0.000008875595,0.0001692358,0.000049210284,0.9949479,0.00059992203,0.0000014953823,0.0035891822],"study_design_scores_gemma":[0.00055813935,0.00079448783,0.000104397186,0.000038957216,0.0000065054023,0.000007961209,0.0001792107,0.00033341037,0.9975314,0.0003020825,0.000052243697,0.00009118498],"about_ca_topic_score_codex":0.00001263943,"about_ca_topic_score_gemma":0.000012483139,"teacher_disagreement_score":0.004330662,"about_ca_system_score_codex":0.00013495873,"about_ca_system_score_gemma":0.000018877421,"threshold_uncertainty_score":0.2714734},"labels":[],"label_agreement":null},{"id":"W2087505528","doi":"10.2166/wst.2010.975","title":"Uncertainty and variability in enhanced biological phosphorus removal (EBPR) stoichiometry: consequences for process modelling and optimization","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; EnviroSim (Canada)","funders":"","keywords":"Enhanced biological phosphorus removal; Phosphorus; Activated sludge; Anaerobic exercise; Chemistry; Polyphosphate; Population; Stoichiometry; Sequencing batch reactor; Pulp and paper industry; Wastewater; Environmental chemistry; Environmental engineering; Environmental science; Biology; Biochemistry; Phosphate; Physiology","score_opus":0.012519613875780988,"score_gpt":0.24057315965215342,"score_spread":0.22805354577637243,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2087505528","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98011225,0.000020575613,0.018697,0.00051912264,0.000079264515,0.00039929777,0.0000032882574,0.00007116069,0.00009801983],"genre_scores_gemma":[0.9148338,0.00001958689,0.08504422,0.00002228488,0.000005940687,0.00005463383,0.0000033945832,0.000004605179,0.000011575161],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985022,0.000021858366,0.00019194634,0.0006786474,0.00014539601,0.00045997207],"domain_scores_gemma":[0.9996308,0.00003473644,0.000043051812,0.00019617469,0.000023734958,0.000071500355],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0009873088,0.00014778107,0.00017862552,0.00023916924,0.00026303873,0.00005198671,0.00031336155,0.00017627624,0.000041565298],"category_scores_gemma":[0.000099146484,0.00009457484,0.000014716327,0.00077620865,0.004194909,0.00027679116,0.00022408602,0.00015643162,0.0000034039333],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007489337,0.00009452008,0.024340373,0.000007741556,0.0000034945358,0.000008556093,0.00073473103,0.03879384,0.92608696,0.0007235152,5.7971556e-7,0.00913077],"study_design_scores_gemma":[0.00049211143,0.00019096475,0.00026495304,0.0000056563294,0.0000069927696,0.00007699391,0.0002088014,0.17869355,0.7859943,0.03377331,0.00007983571,0.0002125183],"about_ca_topic_score_codex":0.00009690566,"about_ca_topic_score_gemma":0.000038119317,"teacher_disagreement_score":0.14009267,"about_ca_system_score_codex":0.000059150767,"about_ca_system_score_gemma":0.000023482271,"threshold_uncertainty_score":0.9985151},"labels":[],"label_agreement":null},{"id":"W2088424294","doi":"10.2166/wst.2006.312","title":"Evaluating characteristics of community riparian awareness program interactions","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wildlife Ecology and Conservation","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Riparian zone; Business; Mandate; Variety (cybernetics); Knowledge management; Environmental resource management; Watershed management; Psychology; Public relations; Medical education; Computer science; Watershed; Political science; Medicine; Ecology; Habitat","score_opus":0.033064673340370936,"score_gpt":0.3212586114072903,"score_spread":0.28819393806691934,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2088424294","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9956831,0.00000101271,0.00046871914,0.0014514971,0.00019666129,0.00017610188,0.0000017025321,0.00014652046,0.0018746814],"genre_scores_gemma":[0.99706393,3.2976212e-7,0.0025994156,0.00008108023,0.000011553391,0.00006419799,0.000008820363,0.000004020453,0.00016665773],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9990322,0.00006519768,0.00025102374,0.00017092114,0.00017478695,0.0003058911],"domain_scores_gemma":[0.99941385,0.000026221964,0.00010316848,0.00039071083,0.00004264014,0.000023420047],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008327241,0.000081708386,0.00012121387,0.00019388614,0.00067282014,0.000021030193,0.00062410504,0.00008233519,0.0002168965],"category_scores_gemma":[0.000099254794,0.000064892025,0.000020006953,0.0008164564,0.0020055135,0.0003049391,0.00045199215,0.00025463532,0.00012028458],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004898899,0.00025207206,0.84278435,0.0000031730615,0.000001502649,9.273897e-7,0.00027446102,0.00010642789,0.12651709,0.00050391443,0.000061641345,0.029489554],"study_design_scores_gemma":[0.0001391406,0.00020238821,0.9109903,0.0000071302916,0.000009866591,0.000018024892,0.00019882452,0.0021096726,0.07814008,0.006521824,0.0015518838,0.00011086015],"about_ca_topic_score_codex":0.0007966928,"about_ca_topic_score_gemma":0.00052518473,"teacher_disagreement_score":0.068205975,"about_ca_system_score_codex":0.000105186555,"about_ca_system_score_gemma":0.000030932428,"threshold_uncertainty_score":0.73893976},"labels":[],"label_agreement":null},{"id":"W2088457606","doi":"10.2166/wst.2013.148","title":"UV disinfection of wastewater flocs: the effect of secondary treatment conditions","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Reuse","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Environment and Climate Change Canada; University of Toronto","funders":"National Water Research Institute","keywords":"Effluent; Wastewater; Chemistry; Pulp and paper industry; Activated sludge; Sewage treatment; Fecal coliform; Kinetics; Environmental engineering; Environmental chemistry; Microbiology; Environmental science; Biology; Ecology; Water quality","score_opus":0.0032066009739953267,"score_gpt":0.20255515095992618,"score_spread":0.19934854998593085,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2088457606","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99607676,0.000013985911,0.000012737308,0.0011629399,0.00014746077,0.0005053014,0.0000045660045,0.0000576481,0.0020185902],"genre_scores_gemma":[0.99903834,0.0000061512233,0.000094468,0.000007278961,0.000008017582,0.00012959228,0.000004660007,0.0000068046133,0.0007046732],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988707,0.000039486033,0.0002207723,0.0002984417,0.0002078689,0.0003627567],"domain_scores_gemma":[0.99930626,0.000024188454,0.000068598754,0.0005420445,0.0000146362045,0.000044273438],"candidate_categories":["sts","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000197887,0.00015387309,0.0002000407,0.00022829139,0.00024183857,0.00002162378,0.00048029423,0.00008310238,0.0012575865],"category_scores_gemma":[0.000009439832,0.000063354535,0.00006801407,0.0005598102,0.0028903375,0.00035408486,0.00030009964,0.00007412431,0.0005665502],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000055674604,0.00006579772,0.06924577,0.000005213751,0.000012880875,0.0000014887668,0.00045865518,0.0001165505,0.926692,0.00004832486,0.00007329025,0.0032744536],"study_design_scores_gemma":[0.00039299962,0.0011776887,0.008472299,0.000007179936,0.000027139893,0.000021102831,0.00012980474,0.000059048296,0.988479,0.0007671924,0.00038794702,0.0000785604],"about_ca_topic_score_codex":0.00044440743,"about_ca_topic_score_gemma":0.000034497858,"teacher_disagreement_score":0.06178703,"about_ca_system_score_codex":0.000127662,"about_ca_system_score_gemma":0.000010348718,"threshold_uncertainty_score":0.9998232},"labels":[],"label_agreement":null},{"id":"W2089324042","doi":"10.2166/wst.2007.521","title":"Nitrogen dynamics in a constructed wetland system treating landfill leachate","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Constructed Wetlands for Wastewater Treatment","field":"Environmental Science","cited_by":44,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Collège Laflèche; Golder Associates (Canada)","funders":"","keywords":"Leachate; Environmental science; Phragmites; Constructed wetland; Subsurface flow; Environmental engineering; Trickling filter; Kjeldahl method; Wetland; Hydrology (agriculture); Denitrification; Nitrogen; Environmental chemistry; Effluent; Chemistry; Wastewater; Ecology; Groundwater; Geology; Geotechnical engineering","score_opus":0.003919793537828754,"score_gpt":0.19984453247323633,"score_spread":0.19592473893540757,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2089324042","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9876501,0.0000097545835,0.0006354137,0.00022801812,0.0001579319,0.00030140352,0.000007360568,0.0003348867,0.0106751425],"genre_scores_gemma":[0.9968884,0.0000014289802,0.002961848,0.000014975723,0.000009711816,0.000020949205,0.000010879567,0.000014833599,0.00007697619],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9974251,0.000021127567,0.00041391945,0.0006810712,0.00037321774,0.0010856111],"domain_scores_gemma":[0.99924093,0.000018068846,0.00008226855,0.0005087646,0.000019449059,0.00013051272],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007309338,0.00023698983,0.00026755806,0.00086877745,0.00027857182,0.00005334747,0.000710768,0.00017206157,0.00010055489],"category_scores_gemma":[0.000023143073,0.00016558496,0.000038058442,0.0018176507,0.0017929627,0.0002690753,0.000595511,0.00021957266,0.00026104142],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016673112,0.00003005521,0.92408514,0.0000054317306,0.0000047081344,0.0001666408,0.00034210304,0.000046602974,0.063325875,0.00091012346,0.0000019818995,0.0110646365],"study_design_scores_gemma":[0.0027885465,0.0003358457,0.027152723,0.000107469896,0.000039643623,0.0023499005,0.008688079,0.012893181,0.93961287,0.004695341,0.00046046093,0.00087595254],"about_ca_topic_score_codex":0.00096404215,"about_ca_topic_score_gemma":0.0038401121,"teacher_disagreement_score":0.8969324,"about_ca_system_score_codex":0.0018878438,"about_ca_system_score_gemma":0.00002288065,"threshold_uncertainty_score":0.67523587},"labels":[],"label_agreement":null},{"id":"W2089951027","doi":"10.2166/wst.2012.562","title":"Modelling micro-pollutant fate in wastewater collection and treatment systems: status and challenges","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Pharmaceutical and Antibiotic Environmental Impacts","field":"Environmental Science","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; University of Windsor; Hydromantis Environmental Software Solutions (Canada)","funders":"","keywords":"Pollutant; Environmental science; Wastewater; Complement (music); Effluent; Pollution; Environmental planning; Heuristic; Sewage treatment; Risk analysis (engineering); Computer science; Biochemical engineering; Environmental engineering; Environmental economics; Business; Engineering","score_opus":0.040197073845630836,"score_gpt":0.25270929881281784,"score_spread":0.212512224967187,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2089951027","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9966497,0.0015923063,0.000050885348,0.000958151,0.0000976538,0.0001913641,0.0000016243018,0.000038739294,0.00041961408],"genre_scores_gemma":[0.9950877,0.004306073,0.00043856326,0.000023430475,0.000008369865,0.000008783884,3.3948885e-7,0.000006558299,0.00012018721],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985873,0.000020374626,0.00014247601,0.00034104317,0.00013580898,0.00077301054],"domain_scores_gemma":[0.999649,0.000006752279,0.000021984537,0.00013699346,0.0000014743907,0.00018378386],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025505698,0.00013889749,0.00014332532,0.00019865426,0.00016962596,0.00003337429,0.00010499662,0.00007826446,0.00002379843],"category_scores_gemma":[0.0000035373264,0.000086525615,0.0000091223055,0.000251604,0.001140379,0.00043170535,0.00028650984,0.00007915232,0.000058369726],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012897359,0.00018525354,0.13521862,0.0000142336185,0.000004445395,0.0000086618975,0.0034342099,0.0022035602,0.8493718,0.00018569987,0.0000011446193,0.009359451],"study_design_scores_gemma":[0.0007995748,0.0003304789,0.017894974,0.000036794612,0.000017549366,0.0001790503,0.0020887845,0.024142459,0.9480988,0.00048234352,0.00556066,0.00036856823],"about_ca_topic_score_codex":0.00029448367,"about_ca_topic_score_gemma":0.000018917795,"teacher_disagreement_score":0.11732365,"about_ca_system_score_codex":0.00031529766,"about_ca_system_score_gemma":0.000003941457,"threshold_uncertainty_score":0.4201774},"labels":[],"label_agreement":null},{"id":"W2090455529","doi":"10.2166/wst.2006.532","title":"Modifying ADM1 to include formation and emission of odourants","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Odor and Emission Control Technologies","field":"Chemical Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Sulfur; Hydrogen sulfide; Anaerobic digestion; Chemistry; Sulfide; Volatile fatty acids; Anaerobic exercise; Waste management; Dimethyl sulfide; Ammonia; Environmental chemistry; Stoichiometry; Methane; Pulp and paper industry; Environmental science; Environmental engineering; Organic chemistry; Engineering","score_opus":0.01169853222690169,"score_gpt":0.24111674853737447,"score_spread":0.22941821631047277,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2090455529","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9759128,0.000064475054,0.020740826,0.002029007,0.000046470293,0.00009224742,0.0000011931963,0.00044471337,0.00066825876],"genre_scores_gemma":[0.9969805,0.000004853095,0.0028607685,0.000019250725,0.000009387765,0.000010304237,8.223253e-7,0.0000056329163,0.00010847888],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999053,0.00000254266,0.00021483604,0.00022236924,0.0001728668,0.0003343603],"domain_scores_gemma":[0.9996029,0.000009602493,0.000033115728,0.00024790992,0.00006344272,0.000043027507],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019779487,0.00009277636,0.0001500187,0.000697894,0.00012348966,0.000016789127,0.00040174724,0.00014295516,0.0000073567203],"category_scores_gemma":[0.0001408829,0.00006274809,0.0000160811,0.0006635987,0.00025085156,0.00023103689,0.0004195937,0.00012086274,0.0000094152365],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000048164084,0.000008650529,0.0005528778,0.0000133374215,5.301405e-7,0.0000011509073,0.00008634333,0.00025837054,0.98396796,0.00096650637,0.00003545769,0.014103989],"study_design_scores_gemma":[0.00017275485,0.00003401449,0.0001331636,0.00003450963,0.0000024676694,0.000012772198,0.0001264357,0.01216537,0.981679,0.004493305,0.0010570948,0.0000890799],"about_ca_topic_score_codex":0.00002638713,"about_ca_topic_score_gemma":0.0000018734361,"teacher_disagreement_score":0.021067692,"about_ca_system_score_codex":0.00004336512,"about_ca_system_score_gemma":0.000009429804,"threshold_uncertainty_score":0.25587928},"labels":[],"label_agreement":null},{"id":"W2091651931","doi":"10.2166/wst.2008.681","title":"Identifying common traits among Australian irrigators using cluster analysis","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water resources management and optimization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Lethbridge","funders":"","keywords":"Environmental flow; Business; Profit (economics); Public economics; Natural resource economics; Environmental resource management; Environmental planning; Economics; Geography","score_opus":0.020583322160108428,"score_gpt":0.2325436837847363,"score_spread":0.2119603616246279,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2091651931","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9687561,0.0000105075715,0.029607994,0.0001137137,0.00013128,0.00011823698,6.417529e-7,0.00060061144,0.00066094735],"genre_scores_gemma":[0.99686795,0.000004463634,0.002770331,0.000019419476,0.000016780072,0.000006908874,0.00000473102,0.000015608992,0.0002938189],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99870473,0.000009654088,0.00022985187,0.000296859,0.00023241158,0.0005264854],"domain_scores_gemma":[0.99959695,0.0000021922983,0.00002890078,0.00027594808,0.00003220584,0.00006377211],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018903466,0.00014824324,0.00019726924,0.0023143701,0.00034997705,0.00009212336,0.0005756994,0.000112143956,0.000036468362],"category_scores_gemma":[0.000003879888,0.000120611185,0.00006150365,0.0031966784,0.0006692731,0.00055580377,0.00017357979,0.00014826871,0.000026123773],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000019677082,0.000015603466,0.13030623,0.000021025455,0.000097745455,0.000040699542,0.002339555,0.83608127,0.030266615,0.000114276496,0.000076501936,0.0006385448],"study_design_scores_gemma":[0.0003237984,0.000028688903,0.026930586,0.000021556289,0.00024064933,0.000031558557,0.00035263193,0.6933559,0.27624166,0.0005340257,0.0013866151,0.0005522795],"about_ca_topic_score_codex":0.000037807375,"about_ca_topic_score_gemma":0.0000431156,"teacher_disagreement_score":0.24597505,"about_ca_system_score_codex":0.00009567512,"about_ca_system_score_gemma":0.000004759683,"threshold_uncertainty_score":0.49183813},"labels":[],"label_agreement":null},{"id":"W2092255520","doi":"10.2166/wst.2008.061","title":"Treatment of textile dyes in two-phase and single-phase anaerobic bio-treatment systems","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Enzyme-mediated dye degradation","field":"Agricultural and Biological Sciences","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Anaerobic exercise; Alkalinity; Effluent; Waste management; Pulp and paper industry; Hydraulic retention time; Bioreactor; Anaerobic respiration; Environmental science; Anaerobic digestion; Phase (matter); Chemistry; Methane; Environmental engineering; Engineering; Biology","score_opus":0.029191810549487218,"score_gpt":0.2693570140552516,"score_spread":0.24016520350576437,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2092255520","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99823177,0.0004286633,0.000004953744,0.0006856537,0.00010691839,0.00034004037,0.000024567073,0.00010191363,0.000075505566],"genre_scores_gemma":[0.99949574,0.00017208866,0.00012333447,0.000007408462,0.00002553578,0.000043681488,0.000035630954,9.951498e-7,0.00009558111],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99867123,0.000029390172,0.00027695476,0.00044329042,0.00016706792,0.0004120919],"domain_scores_gemma":[0.9996272,0.00003072735,0.00007843976,0.00012875625,0.000061108854,0.00007381671],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001087157,0.00016317442,0.0002605297,0.0002451941,0.00018583103,0.000027434504,0.0002460605,0.000093393865,0.000019101664],"category_scores_gemma":[0.00001889912,0.00005532936,0.000028809964,0.001184985,0.0009900227,0.00019723832,0.000058995895,0.00004037168,0.000017192862],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017745286,0.0009280205,0.008397766,0.0000015912385,0.0000034546804,0.00004540705,0.00035413605,0.000010830231,0.9461108,0.00018913357,0.000003615645,0.04393751],"study_design_scores_gemma":[0.002092325,0.006106055,0.0021525854,0.000014549774,0.000010818897,0.0001572467,0.0007399776,0.0006848183,0.9842208,0.00014727842,0.003486056,0.00018749546],"about_ca_topic_score_codex":0.0009439196,"about_ca_topic_score_gemma":0.0006311834,"teacher_disagreement_score":0.043750014,"about_ca_system_score_codex":0.0001849079,"about_ca_system_score_gemma":0.000019595851,"threshold_uncertainty_score":0.364778},"labels":[],"label_agreement":null},{"id":"W2092259984","doi":"10.2166/wst.2008.070","title":"Evaluation of state variable interface between the Activated Sludge Models and Anaerobic Digestion Model no 1","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydromantis Environmental Software Solutions (Canada)","funders":"","keywords":"Anaerobic digestion; State variable; Anaerobic exercise; Degradation (telecommunications); Activated sludge; Variable (mathematics); Variables; Kinetics; Wastewater; Environmental engineering; Sewage treatment; Biological system; Interface (matter); Environmental science; Mathematics; Biochemical engineering; Chemistry; Engineering; Statistics; Thermodynamics; Chemical engineering; Physics; Methane; Biology","score_opus":0.031964036409066636,"score_gpt":0.24932011039630414,"score_spread":0.2173560739872375,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2092259984","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9940899,0.000022058372,0.0046720644,0.00025357955,0.000033116,0.00029026842,0.0000036696613,0.000060542687,0.0005747802],"genre_scores_gemma":[0.99410844,0.000011503208,0.0056642094,0.000009618726,0.000003717907,0.000021087275,0.0000025483512,0.0000069416706,0.0001719283],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984764,0.000048063546,0.00018299957,0.0003689967,0.00058186566,0.00034166672],"domain_scores_gemma":[0.99946314,0.000009643725,0.00006312426,0.00033871678,0.00008069325,0.000044705226],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009075633,0.00012662506,0.0001380912,0.00016671226,0.00033321508,0.000017667773,0.00045090617,0.00007404157,0.000037095986],"category_scores_gemma":[0.000023026929,0.000072099545,0.0000165863,0.0006467342,0.0016741708,0.0005902142,0.0004261308,0.00010987477,0.000051760107],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007936418,0.000027580023,0.0031137583,0.0000010352118,0.000007683781,5.8656263e-7,0.0006244112,0.05753157,0.93704003,0.000049063783,0.00001096958,0.0015853591],"study_design_scores_gemma":[0.00025256048,0.00009192371,0.0009782066,0.0000047221492,0.000033014236,0.000014722871,0.000026348187,0.1630707,0.8189146,0.016511515,0.000015399584,0.00008632695],"about_ca_topic_score_codex":0.00013467461,"about_ca_topic_score_gemma":0.0000064378273,"teacher_disagreement_score":0.118125476,"about_ca_system_score_codex":0.00018556786,"about_ca_system_score_gemma":0.000044190256,"threshold_uncertainty_score":0.6168552},"labels":[],"label_agreement":null},{"id":"W2092644701","doi":"10.2166/wst.2009.595","title":"Wastewater treatment models in teaching and training: the mismatch between education and requirements for jobs","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; University of British Columbia","funders":"","keywords":"Economic shortage; Variety (cybernetics); Quality (philosophy); Process (computing); Order (exchange); Training (meteorology); Quality assurance; Engineering management; Professional development; Computer science; Engineering; Knowledge management; Business; Operations management; Pedagogy; Psychology; Artificial intelligence; Government (linguistics)","score_opus":0.03294612865134349,"score_gpt":0.2760117683438717,"score_spread":0.2430656396925282,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2092644701","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9928147,0.00004834598,0.000076942226,0.0060612815,0.000040183528,0.00045135454,0.0000013367106,0.0000402365,0.0004656038],"genre_scores_gemma":[0.99144953,0.000008654446,0.007975738,0.0000873144,0.000016618651,0.000059613703,0.0000033434358,0.000005683079,0.00039350236],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99877065,0.00002428004,0.00016926948,0.00043509962,0.00014142621,0.0004592888],"domain_scores_gemma":[0.9996605,0.000013196087,0.000030788826,0.00023096945,0.000005001928,0.000059558915],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047830914,0.00014833338,0.00014817735,0.00019700332,0.0004217672,0.00006862004,0.00027741527,0.00007015783,0.0000055906817],"category_scores_gemma":[0.000007492372,0.000078526515,0.000018621673,0.00019243613,0.0005500141,0.00041144993,0.0001250629,0.00008563472,0.000006564109],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002384228,0.00023544197,0.050323196,0.000004074539,0.000011023769,0.0000041590392,0.023354882,0.00007769767,0.43085548,0.0009735615,0.00003574224,0.4941009],"study_design_scores_gemma":[0.002057925,0.0017609332,0.022387179,0.000042162297,0.00007758928,0.00011822594,0.005733768,0.0033591478,0.7691401,0.19092473,0.0038387778,0.00055941264],"about_ca_topic_score_codex":0.00009890328,"about_ca_topic_score_gemma":0.000028023976,"teacher_disagreement_score":0.49354148,"about_ca_system_score_codex":0.00016851444,"about_ca_system_score_gemma":0.00001850087,"threshold_uncertainty_score":0.3243935},"labels":[],"label_agreement":null},{"id":"W2093037040","doi":"10.2166/wst.2008.010","title":"Initial examination of microwave pretreatment on primary, secondary and mixed sludges before and after anaerobic digestion","year":2008,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Anaerobic Digestion and Biogas Production","field":"Engineering","cited_by":61,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; BIOCAP Canada","keywords":"Biodegradation; Anaerobic digestion; Chemistry; Mesophile; Pulp and paper industry; Activated sludge; Waste management; Aeration; Digestion (alchemy); Bioreactor; Chromatography; Sewage treatment; Methane; Bacteria; Biology; Organic chemistry","score_opus":0.006342055376151938,"score_gpt":0.19228170586107723,"score_spread":0.1859396504849253,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2093037040","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998491,0.00008964929,0.00025949578,0.0002749943,0.0001519864,0.00013000566,0.0000026486814,0.00014143655,0.00045877526],"genre_scores_gemma":[0.9990134,0.00009520509,0.00077482505,0.00001660598,0.00001440726,0.000016926797,0.000008060529,0.0000064404644,0.000054104803],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99936485,0.000008153783,0.00012322099,0.00023213305,0.00010052655,0.0001710897],"domain_scores_gemma":[0.999767,0.0000030984509,0.000019839763,0.00013557018,0.000044129847,0.000030368565],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000120099205,0.0001000006,0.0001060514,0.00048555376,0.000090258414,0.000011600891,0.000070527574,0.00009665762,0.000005466331],"category_scores_gemma":[0.000008920856,0.00007476666,0.000009925389,0.00025657826,0.00081046484,0.00021360666,0.000053487573,0.00008893608,0.000004016832],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003754282,0.000104796665,0.009549703,0.000053586653,0.000018500039,0.000030224664,0.0028694274,0.00007540951,0.62840784,0.0033764169,0.00003814708,0.3554384],"study_design_scores_gemma":[0.0002156334,0.00036042221,0.22491366,0.000018022245,0.000006567878,0.00010895856,0.000059795453,0.000048336897,0.77357006,0.00028155406,0.00032857235,0.0000883926],"about_ca_topic_score_codex":0.0000031733891,"about_ca_topic_score_gemma":0.000013072742,"teacher_disagreement_score":0.35535002,"about_ca_system_score_codex":0.00006779301,"about_ca_system_score_gemma":0.000014135116,"threshold_uncertainty_score":0.3048896},"labels":[],"label_agreement":null},{"id":"W2093058678","doi":"10.2166/wst.2006.873","title":"Extracellular polymers in partly ozonated return activated sludge: impact on flocculation and dewaterability","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Anoxic waters; Extracellular polymeric substance; Chemistry; Flocculation; Settling; Pulp and paper industry; Sequencing batch reactor; Activated sludge; Volatile suspended solids; Dewatering; Chromatography; Wastewater; Environmental engineering; Environmental chemistry; Environmental science; Bacteria; Organic chemistry; Biology","score_opus":0.006407348039223853,"score_gpt":0.22154182493759483,"score_spread":0.21513447689837098,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2093058678","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984833,0.0000399718,0.000019928084,0.00063733046,0.00005503798,0.00026339237,0.000002308189,0.00012791458,0.00037080137],"genre_scores_gemma":[0.99916023,0.0000015458374,0.00046157083,0.0000133547655,0.000008919064,0.000016159338,0.000013047612,0.00001012087,0.00031504038],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99808735,0.000041187464,0.00024624803,0.0006526249,0.00029866907,0.00067393057],"domain_scores_gemma":[0.9994996,0.000010397655,0.00004685268,0.0003645941,0.000010759063,0.000067763394],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039392707,0.00021951854,0.0001846837,0.00044747538,0.0002089477,0.000056414043,0.00032450602,0.00016019226,0.00031041057],"category_scores_gemma":[0.000010388229,0.00013644922,0.000037346897,0.0011515992,0.0012023331,0.00042100408,0.00021426598,0.00017199175,0.000095127565],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038134844,0.000086007996,0.17482843,9.947055e-7,0.0000017533894,0.000021883914,0.0001084752,0.0004111269,0.8229762,0.0000292139,0.0000065421555,0.0014912643],"study_design_scores_gemma":[0.0004164698,0.0001664681,0.06362209,0.0000055355704,0.000005167648,0.000027346969,0.000041813357,0.001421394,0.93183184,0.002137787,0.00014854092,0.00017552673],"about_ca_topic_score_codex":0.0011965717,"about_ca_topic_score_gemma":0.00014158049,"teacher_disagreement_score":0.11120633,"about_ca_system_score_codex":0.0003972499,"about_ca_system_score_gemma":0.000014220268,"threshold_uncertainty_score":0.5564238},"labels":[],"label_agreement":null},{"id":"W2093099388","doi":"10.2166/wst.2011.624","title":"A distillery by-product as an external carbon source for enhancing denitrification in mainstream and sidestream treatment processes","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"European Regional Development Fund; University of Cape Town; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior","keywords":"Denitrification; Fusel alcohol; Chemistry; Pulp and paper industry; Biomass (ecology); Anoxic waters; Carbon fibers; Volatile suspended solids; Nitrate; Sewage treatment; Activated sludge; Environmental engineering; Environmental science; Fermentation; Environmental chemistry; Nitrogen; Food science; Agronomy; Organic chemistry; Materials science","score_opus":0.012802306749018593,"score_gpt":0.2226618233628653,"score_spread":0.20985951661384672,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2093099388","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99864686,0.00008381242,0.00025987005,0.00012238808,0.000037656933,0.00044744526,0.000002330972,0.000098890596,0.00030076996],"genre_scores_gemma":[0.9939385,0.000022336922,0.0054192157,0.000012077106,0.000012351374,0.00017647001,0.0000057691254,0.00001292952,0.00040037397],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99835736,0.000014342739,0.00019947952,0.00073100114,0.00016163649,0.0005362089],"domain_scores_gemma":[0.99949116,0.000008919341,0.00005410623,0.00033348455,0.000016594431,0.00009575691],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020267695,0.00019369765,0.0001621574,0.00026137236,0.00019106234,0.000041744217,0.00035923615,0.000075694545,0.00002533692],"category_scores_gemma":[0.00003197727,0.00013082029,0.00001770079,0.00052063353,0.00086550816,0.00036058915,0.0001301086,0.00005468371,0.000019995896],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004557867,0.00031189804,0.115003705,0.000006976494,0.0000036130048,0.000012488404,0.0024830645,0.0000061331025,0.8600975,0.00002432285,0.0000014835847,0.02200322],"study_design_scores_gemma":[0.00042859896,0.00058325526,0.0023790207,0.000010746513,0.000015450849,0.00009920645,0.0004894745,0.00015968898,0.99298394,0.0025193112,0.00016003408,0.00017126075],"about_ca_topic_score_codex":0.0016565598,"about_ca_topic_score_gemma":0.0012168492,"teacher_disagreement_score":0.13288644,"about_ca_system_score_codex":0.00023843457,"about_ca_system_score_gemma":0.000037112346,"threshold_uncertainty_score":0.5334697},"labels":[],"label_agreement":null},{"id":"W2093977109","doi":"10.2166/wst.2006.402","title":"Chemical phosphorus removal to extremely low levels: experience of two plants in the Washington, DC area","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Phosphorus and nutrient management","field":"Environmental Science","cited_by":55,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Wilfrid Laurier University; EnviroSim (Canada)","funders":"","keywords":"Phosphorus; Effluent; Phosphate; Ferric; Chemistry; Hydroxide; Adsorption; Precipitation; Sorbent; Ferrous; Wastewater; Sewage treatment; Inorganic chemistry; Environmental chemistry; Environmental engineering; Environmental science; Organic chemistry","score_opus":0.013602664472818316,"score_gpt":0.23281795994393173,"score_spread":0.2192152954711134,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2093977109","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9931112,0.000040608684,0.000444333,0.0014028343,0.000116977724,0.00031347366,0.0000029282373,0.00006198419,0.0045056483],"genre_scores_gemma":[0.9979319,0.0000063924394,0.001515381,0.00029740128,0.0000099628005,0.000056502096,0.0000011988661,0.0000072204207,0.00017404943],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9975091,0.000016977801,0.00034913307,0.0006529907,0.0006931995,0.000778591],"domain_scores_gemma":[0.9991719,0.0000154883,0.00006507809,0.00067611935,0.000013021839,0.000058377165],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00074898894,0.00017611537,0.00019155018,0.00027422942,0.00016412893,0.000047523117,0.0021800778,0.00007511961,0.00013330752],"category_scores_gemma":[0.000037644535,0.00010923773,0.000034560147,0.0016997049,0.0015213903,0.0002764279,0.0010376936,0.00017068018,0.00014700108],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002675594,0.0002360256,0.03918882,0.0000026152763,0.0000010854047,0.000084207415,0.0028048847,0.00039877556,0.9475043,0.0016709373,0.00060669775,0.0074748835],"study_design_scores_gemma":[0.00028376566,0.00005938434,0.008062942,0.000019707648,0.000002299724,0.00003998223,0.0005705239,0.00031360838,0.97404164,0.004558374,0.011855207,0.00019258584],"about_ca_topic_score_codex":0.0008064813,"about_ca_topic_score_gemma":0.00011430188,"teacher_disagreement_score":0.03112588,"about_ca_system_score_codex":0.00019901649,"about_ca_system_score_gemma":0.0000130227945,"threshold_uncertainty_score":0.5605626},"labels":[],"label_agreement":null},{"id":"W2095189374","doi":"10.2166/wst.2011.091","title":"Evaluation of biofilm performance as a protective barrier against biocorrosion using an enzyme electrode","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Corrosion Behavior and Inhibition","field":"Materials Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Resources Canada; Carleton University","funders":"Texas A and M University","keywords":"Biofilm; Sulfide; Chemistry; Microbiology; Escherichia coli; Wastewater; Amperometry; Bacteria; Electrode; Environmental engineering; Biology; Environmental science; Electrochemistry; Biochemistry; Organic chemistry","score_opus":0.054100071283809996,"score_gpt":0.29246947171832605,"score_spread":0.23836940043451604,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2095189374","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9963358,0.000017427645,0.002268916,0.000022474718,0.0002578714,0.000599109,0.000004008887,0.00016205345,0.00033232683],"genre_scores_gemma":[0.9984676,0.0000032678972,0.0013671909,0.00002601325,0.000014538549,0.00009789779,0.0000023666248,0.000011382809,0.000009744054],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9976166,0.00009708834,0.00031113363,0.00059057545,0.000856721,0.0005278837],"domain_scores_gemma":[0.99837255,0.000002487049,0.00013758181,0.00054859655,0.0008609928,0.00007780148],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0028621254,0.00015738314,0.0001737534,0.00091983814,0.00041027274,0.000036915044,0.0005994774,0.00016547901,0.00036934143],"category_scores_gemma":[0.00010100432,0.00011452443,0.00003152066,0.0010347916,0.0011360879,0.0010885552,0.00022252942,0.00014391798,0.00008820856],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002426144,0.00009764614,0.00035813192,0.0000038280436,1.7500986e-7,7.5818116e-7,0.0009605649,0.000056939207,0.99405706,0.00007753795,5.966612e-7,0.0043625105],"study_design_scores_gemma":[0.00024481214,0.00071661733,0.00020789055,0.000034153043,0.000026953503,0.00003008796,0.00026948226,0.010683046,0.98614424,0.0014654271,0.000008027322,0.00016926911],"about_ca_topic_score_codex":0.00007758202,"about_ca_topic_score_gemma":0.000010945415,"teacher_disagreement_score":0.0106261065,"about_ca_system_score_codex":0.00024036066,"about_ca_system_score_gemma":0.000328559,"threshold_uncertainty_score":0.46701708},"labels":[],"label_agreement":null},{"id":"W2099725773","doi":"10.2166/wst.2011.052","title":"Comprehensive review and compilation of pretreatments for mesophilic and thermophilic anaerobic digestion","year":2011,"lang":"en","type":"review","venue":"Water Science & Technology","topic":"Water-Energy-Food Nexus Studies","field":"Environmental Science","cited_by":68,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Anaerobic digestion; Mesophile; Hydrolysis; Chemistry; Pulp and paper industry; Biogas; Organic matter; Wastewater; Sewage treatment; Environmental science; Waste management; Environmental engineering; Methane; Engineering; Biochemistry","score_opus":0.041910907866977036,"score_gpt":0.2857629013468795,"score_spread":0.24385199347990244,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2099725773","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0005063721,0.99723715,0.00003300819,0.00017187397,0.00006446809,0.0012988476,0.000045019235,0.00006522951,0.0005780449],"genre_scores_gemma":[0.01009075,0.98884714,0.0006064814,0.00004306647,0.0000066381667,0.00029438324,0.000022147373,0.000022060096,0.00006736388],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9980755,0.000049291804,0.00045995,0.00080610905,0.00017083352,0.00043835904],"domain_scores_gemma":[0.99909997,0.000034680084,0.0002672881,0.0004913041,0.000042430325,0.00006430567],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00024102302,0.00036716936,0.0011483745,0.00038098573,0.00027160335,0.000012926999,0.0005216036,0.00021470814,0.000026584947],"category_scores_gemma":[0.000028637054,0.00022712459,0.00007806173,0.000737709,0.0028839244,0.00021809287,0.0009653711,0.00011695502,0.000016283544],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005198501,0.0000937926,0.00020558925,0.009940366,0.0000859546,0.0000031245136,0.00027000543,7.098408e-7,0.0009786536,0.004573394,0.000070877795,0.98377234],"study_design_scores_gemma":[0.00061343244,0.0016348435,0.00089529104,0.010666953,0.0023262328,0.00032230333,0.000056193832,0.000021430595,0.0039623072,0.06416368,0.91407317,0.0012641483],"about_ca_topic_score_codex":0.000035833196,"about_ca_topic_score_gemma":0.0000097512,"teacher_disagreement_score":0.9825082,"about_ca_system_score_codex":0.000121886966,"about_ca_system_score_gemma":0.000018636982,"threshold_uncertainty_score":0.99982965},"labels":[],"label_agreement":null},{"id":"W2114013741","doi":"10.2166/wst.2007.510","title":"Influence of macrophyte species on microbial density and activity in constructed wetlands","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Constructed Wetlands for Wastewater Treatment","field":"Environmental Science","cited_by":201,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Université de Montréal","funders":"","keywords":"Microcosm; Rhizosphere; Macrophyte; Phalaris arundinacea; Typha; Phragmites; Biology; Population; Botany; Metaproteomics; Biofilm; Aquatic plant; Agronomy; Wetland; Ecology; Bacteria","score_opus":0.004166157187881075,"score_gpt":0.19922968398599158,"score_spread":0.1950635267981105,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2114013741","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99866635,0.0000016962158,0.000055081662,0.00022340615,0.000059137343,0.00017324058,0.0000035874934,0.00005377683,0.00076374685],"genre_scores_gemma":[0.999115,0.000004153386,0.00080477796,0.000022781187,0.0000041277017,0.0000029903215,6.5813083e-7,0.0000050958183,0.000040428018],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984538,0.000013541247,0.00022213976,0.0005019459,0.00025405604,0.0005545307],"domain_scores_gemma":[0.99945885,0.00001929673,0.00006647838,0.00036393563,0.000018844652,0.00007258685],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0003758534,0.00015959116,0.00021272672,0.0005607433,0.00013426204,0.000018368135,0.0003941779,0.00011512187,0.00004873607],"category_scores_gemma":[0.000030485047,0.000115008814,0.000019144838,0.0010579448,0.0045049293,0.00021168262,0.00057555817,0.000178899,0.000032735796],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003217973,0.000027467437,0.43428287,0.0000017804347,0.0000011828364,0.000022325128,0.00014369708,0.00008053538,0.5629659,0.000076129574,6.996374e-7,0.0023651994],"study_design_scores_gemma":[0.00029245066,0.00009706379,0.39967552,0.000009315724,0.00000238932,0.00006437398,0.000041289044,0.000017621851,0.5992879,0.0003824377,0.000047064208,0.00008252116],"about_ca_topic_score_codex":0.00024985708,"about_ca_topic_score_gemma":0.0007927757,"teacher_disagreement_score":0.036322013,"about_ca_system_score_codex":0.00021805908,"about_ca_system_score_gemma":0.000017971883,"threshold_uncertainty_score":0.99820423},"labels":[],"label_agreement":null},{"id":"W2115273247","doi":"10.2166/wst.2009.640","title":"Design and study of a cost-effective solar photoreactor for pesticide removal from water","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"TiO2 Photocatalysis and Solar Cells","field":"Energy","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Agence Universitaire de la Francophonie","keywords":"Photocatalysis; Mineralization (soil science); Pesticide; Chemistry; Kinetics; Pesticide degradation; Degradation (telecommunications); Environmental chemistry; Water treatment; Environmental science; Chemical engineering; Pulp and paper industry; Environmental engineering; Catalysis; Organic chemistry; Engineering","score_opus":0.016097643029444466,"score_gpt":0.25526540849566765,"score_spread":0.23916776546622318,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2115273247","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9839415,0.000026206939,0.013487385,0.00016401368,0.00008480645,0.0020866455,0.0000027761557,0.00010334672,0.00010335144],"genre_scores_gemma":[0.9958178,0.0000022189863,0.0037689316,0.000055718465,0.000019295305,0.00027304486,0.0000050972117,0.0000110370465,0.00004685224],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984177,0.000048193073,0.00026225913,0.00057105644,0.0002034657,0.00049737707],"domain_scores_gemma":[0.99920565,0.000055874818,0.00005400764,0.00049167493,0.00012906382,0.00006370779],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006178129,0.00017117684,0.0003402542,0.00047531194,0.00020313273,0.000046992653,0.000501014,0.00013890861,0.000022671957],"category_scores_gemma":[0.00005902739,0.000101906575,0.000039257335,0.00033689602,0.0003662752,0.00019437842,0.00013583088,0.00012882818,0.000016950382],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000773269,0.00022395156,0.0003399179,0.0000019606389,0.000017203443,0.00001634744,0.0030530035,0.00014485595,0.98009276,0.00017584114,0.000004851267,0.015851967],"study_design_scores_gemma":[0.0008245991,0.0013414839,0.00055379287,0.000006342023,0.000049836868,0.000013242954,0.0004974266,0.0020348106,0.98562473,0.006750803,0.0021457055,0.00015720716],"about_ca_topic_score_codex":0.0003563004,"about_ca_topic_score_gemma":0.00006326919,"teacher_disagreement_score":0.01569476,"about_ca_system_score_codex":0.000054192333,"about_ca_system_score_gemma":0.00002072768,"threshold_uncertainty_score":0.41556296},"labels":[],"label_agreement":null},{"id":"W2116664388","doi":"10.2166/wst.2001.0280","title":"Water quality response to riparian restoration in an agricultural watershed in Vermont, USA","year":2001,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Soil and Water Nutrient Dynamics","field":"Environmental Science","cited_by":44,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Riparian zone; Environmental science; Watershed; Hydrology (agriculture); Nonpoint source pollution; Water quality; Surface runoff; Watershed management; Stream restoration; Total suspended solids; Detention basin; Environmental engineering; Water resource management; STREAMS; Stormwater; Sewage treatment; Ecology; Engineering; Chemical oxygen demand","score_opus":0.01578096747701449,"score_gpt":0.2632021512729563,"score_spread":0.24742118379594183,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2116664388","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9910128,0.0000012054417,0.00008035911,0.007968862,0.00016292058,0.00029476732,0.00000103818,0.00009877731,0.00037925708],"genre_scores_gemma":[0.9990602,0.0000018437299,0.00034451517,0.00023795775,0.000011781222,0.000058067195,0.000010233003,0.0000074940476,0.00026790675],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99731594,0.00014675388,0.0003977422,0.0007720969,0.00040190856,0.000965574],"domain_scores_gemma":[0.9992556,0.000008636676,0.000028914172,0.0005429043,0.000021079835,0.00014286407],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0018505262,0.00018675652,0.0002005061,0.00072253286,0.00018973966,0.000088747154,0.0009672127,0.00018902145,0.00006734089],"category_scores_gemma":[0.00004633761,0.00010815708,0.000023223645,0.001739306,0.0007021992,0.0010745454,0.0005484587,0.00023172318,0.0008037616],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022049254,0.00008510706,0.6327926,7.198195e-7,2.9782765e-7,0.000036093978,0.0031413576,0.0010141416,0.36204055,0.00003478656,0.000009097237,0.0006247456],"study_design_scores_gemma":[0.0006357687,0.0003223088,0.8224116,0.000007824631,0.0000014820238,0.000026217318,0.0005180277,0.0006378378,0.16890284,0.0039771907,0.002219662,0.00033922217],"about_ca_topic_score_codex":0.0015388769,"about_ca_topic_score_gemma":0.004212486,"teacher_disagreement_score":0.1931377,"about_ca_system_score_codex":0.0005586301,"about_ca_system_score_gemma":0.0000119055685,"threshold_uncertainty_score":0.99997425},"labels":[],"label_agreement":null},{"id":"W2117737759","doi":"10.2166/wst.2004.0829","title":"Modelling a spatially heterogeneous biofilm and the bulk fluid: selected results from Benchmark Problem 2 (BM2)","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Surface Modification and Superhydrophobicity","field":"Materials Science","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"","keywords":"Benchmark (surveying); Partial differential equation; Computation; Curse of dimensionality; Nonlinear system; Mathematical optimization; Boundary value problem; Applied mathematics; Flow (mathematics); Computer science; Dimensionality reduction; Range (aeronautics); Mass transfer; Mathematics; Statistical physics; Mechanics; Algorithm; Physics; Engineering; Mathematical analysis; Geology","score_opus":0.012386736404676506,"score_gpt":0.20992476419226316,"score_spread":0.19753802778758667,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2117737759","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9808519,0.00011815574,0.011820291,0.0060254284,0.00019249502,0.00040449886,0.000027002217,0.00035566083,0.00020457835],"genre_scores_gemma":[0.9865144,0.000039363724,0.013155984,0.00016295002,0.000022022916,0.000041971318,0.00001070994,0.000011831171,0.00004079933],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99754846,0.000058659272,0.00043687577,0.00088771834,0.00040328756,0.0006649798],"domain_scores_gemma":[0.99879307,0.00004340588,0.000084461164,0.0007558542,0.00022712573,0.00009608225],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0010520224,0.00020830281,0.00026365713,0.0003182955,0.0007182867,0.0002388573,0.0010792258,0.00017609923,0.000051215236],"category_scores_gemma":[0.000112527676,0.00011901855,0.00003199851,0.0010378293,0.0029156057,0.00025210792,0.00037799258,0.00019401265,0.00015792639],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000094061776,0.000030584637,0.000027550941,0.0000017536026,0.0000025894556,0.000007370592,0.0018994666,0.06261231,0.93418175,0.00095778744,0.0000034104023,0.0001813706],"study_design_scores_gemma":[0.0013927219,0.000068056186,0.000010260372,0.000012828738,0.000009049807,0.000040840012,0.000068061534,0.042396374,0.94127697,0.014203445,0.00033403863,0.00018733938],"about_ca_topic_score_codex":0.0021052323,"about_ca_topic_score_gemma":0.0001049318,"teacher_disagreement_score":0.020215936,"about_ca_system_score_codex":0.000099981,"about_ca_system_score_gemma":0.00017289321,"threshold_uncertainty_score":0.9997979},"labels":[],"label_agreement":null},{"id":"W2126709780","doi":"10.2166/wst.2004.0025","title":"Investigation of opportunistic pathogens in municipal drinking water under different supply and treatment regimes","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Legionella and Acanthamoeba research","field":"Biochemistry, Genetics and Molecular Biology","cited_by":136,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"University of Tulsa; American Water Works Association Research Foundation; Water Research Foundation","keywords":"Chloramination; Disinfectant; Chloramine; Legionella; Chlorine; Water quality; Biofilm; Water treatment; Microbiology; Environmental science; Nitrification; Environmental chemistry; Bacteria; Environmental engineering; Chemistry; Biology; Ecology","score_opus":0.02628194691507031,"score_gpt":0.2613498033418465,"score_spread":0.2350678564267762,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2126709780","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975883,0.000057820533,0.00015904474,0.0019581104,0.0000319144,0.00012905966,0.000001864377,0.000011149479,0.00006276517],"genre_scores_gemma":[0.99946606,0.00014274586,0.0001848967,0.00003962874,0.00001244714,0.000021225673,0.000023674773,0.0000064474725,0.000102872364],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990046,0.000017046512,0.00015095061,0.00033483922,0.00012088903,0.00037166482],"domain_scores_gemma":[0.99958885,0.0000024382516,0.000021193173,0.00028794992,0.000040423725,0.00005912819],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016053375,0.000105019906,0.00012343323,0.00033778104,0.00009191558,0.000016979602,0.00023536508,0.000118212,0.00000409955],"category_scores_gemma":[0.000011323284,0.000060261074,0.000019790263,0.00015834984,0.00115997,0.0000078680805,0.0002758452,0.00006420934,0.0000021247176],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009120907,0.000023251963,0.020165225,0.0000036799722,0.000003857311,0.0000097292905,0.00047573916,0.000036810736,0.97769433,0.00089240767,5.704605e-7,0.0006852968],"study_design_scores_gemma":[0.0004657923,0.00036638085,0.0027463941,0.000014481383,0.000004333827,0.000026626438,0.00028461142,0.00002828566,0.99114805,0.004632619,0.00019464933,0.00008774762],"about_ca_topic_score_codex":0.00010473213,"about_ca_topic_score_gemma":0.0001827078,"teacher_disagreement_score":0.017418832,"about_ca_system_score_codex":0.000056943783,"about_ca_system_score_gemma":0.00007128497,"threshold_uncertainty_score":0.42739576},"labels":[],"label_agreement":null},{"id":"W2133097921","doi":"10.2166/wst.2003.0324","title":"Treatment of freshwater fish farm effluent using constructed wetlands: the role of plants and substrate","year":2003,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Constructed Wetlands for Wastewater Treatment","field":"Environmental Science","cited_by":91,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Phragmites; Macrophyte; Effluent; Organic matter; Eutrophication; Environmental science; Substrate (aquarium); Constructed wetland; Pollutant; Slag (welding); Phosphorus; Peat; Environmental engineering; Environmental chemistry; Nutrient; Wetland; Wastewater; Chemistry; Ecology; Biology","score_opus":0.007307330893055793,"score_gpt":0.2053165740830906,"score_spread":0.1980092431900348,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2133097921","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99858445,0.00005586734,0.00001654576,0.00009656066,0.00007348084,0.00028926268,0.000032378346,0.000035277626,0.000816155],"genre_scores_gemma":[0.99864763,0.000023981118,0.0012702757,0.000007512439,0.0000026103892,0.000014403056,0.0000030147803,0.000007880928,0.000022678145],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984802,0.000034659406,0.00031564856,0.0004158525,0.0002702197,0.00048341055],"domain_scores_gemma":[0.99931276,0.000015411313,0.00010895234,0.0004761258,0.000019200594,0.000067530884],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00014784766,0.00019594113,0.00026160685,0.00023466033,0.00020454964,0.000023017246,0.000363745,0.00009347784,0.00016283354],"category_scores_gemma":[0.000008432664,0.000101614794,0.000038489023,0.0004269787,0.003637744,0.00010577965,0.00018280713,0.00006160592,0.0000089488585],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011668085,0.00006273587,0.4336837,0.000001954836,0.00001497936,0.000006684861,0.0008014516,0.00006388083,0.5602729,0.0002319778,4.1681568e-7,0.004847668],"study_design_scores_gemma":[0.00066218537,0.00027465928,0.0059417365,0.0000089794585,0.000023808007,0.00033487656,0.0010630772,0.00039879148,0.9873406,0.002533867,0.0012942748,0.00012309769],"about_ca_topic_score_codex":0.00042118624,"about_ca_topic_score_gemma":0.00054510677,"teacher_disagreement_score":0.42774194,"about_ca_system_score_codex":0.00014025185,"about_ca_system_score_gemma":0.000030724037,"threshold_uncertainty_score":0.9990738},"labels":[],"label_agreement":null},{"id":"W2133322751","doi":"10.2166/wst.2009.428","title":"Analytical limits of three β-glucosidase-based commercial culture methods used in environmental microbiology, to detect enterococci","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Biosensors and Analytical Detection","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; Centre hospitalier universitaire de Québec","funders":"","keywords":"Enterococcus; Microbiology; Biology; Agar; Agar plate; Bacteria; Antibiotics","score_opus":0.014457575431091323,"score_gpt":0.26654693781589467,"score_spread":0.25208936238480334,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2133322751","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96042913,0.000030126635,0.03829072,0.00079782616,0.0000863463,0.00015067095,0.000006195764,0.0001415522,0.00006744848],"genre_scores_gemma":[0.9889908,0.0000031556401,0.010836061,0.00013669243,0.000012007175,0.0000059685367,0.000002159762,0.000007000946,0.000006179152],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988571,0.000023537355,0.0002586084,0.00030932383,0.00008551132,0.00046595314],"domain_scores_gemma":[0.9996188,0.000012365128,0.000016866321,0.0002634094,0.000013243054,0.000075292206],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030480896,0.000153319,0.00026168596,0.00076379394,0.000056413428,0.000015583691,0.00041081855,0.00024798856,0.00001829088],"category_scores_gemma":[0.000027194004,0.00011281045,0.000056540666,0.00081803545,0.00048123844,0.00006789024,0.00005633112,0.0002743613,0.00002438779],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012352037,0.000030343368,0.0019670357,0.0000032469595,0.0000027737306,0.000004063712,0.000048779628,0.0006082598,0.9752301,0.000053217467,0.000009578944,0.022030225],"study_design_scores_gemma":[0.00025527523,0.0003607596,0.0051328195,0.000013785241,0.000008498561,0.000010090094,0.000021347165,0.012789722,0.9801704,0.00057178497,0.0005227065,0.00014276154],"about_ca_topic_score_codex":0.0000041701337,"about_ca_topic_score_gemma":0.000047090245,"teacher_disagreement_score":0.028561663,"about_ca_system_score_codex":0.00011977388,"about_ca_system_score_gemma":0.0000081064145,"threshold_uncertainty_score":0.46002766},"labels":[],"label_agreement":null},{"id":"W2136265193","doi":"10.2166/wst.2011.412","title":"Shall we upgrade one-dimensional secondary settler models used in WWTP simulators? – An assessment of model structure uncertainty and its propagation","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":42,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Upgrade; Computer science; Environmental science; Systems engineering; Engineering","score_opus":0.031747697104205504,"score_gpt":0.2631009962722312,"score_spread":0.23135329916802572,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2136265193","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988352,0.000017736147,0.0002603503,0.0002877549,0.00003398193,0.00032644966,0.000014100545,0.000055728993,0.00016867947],"genre_scores_gemma":[0.98349935,0.000003185153,0.016387673,0.00003365862,0.0000034538348,0.00001340225,0.000009627944,0.000010414269,0.000039262246],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982744,0.000029695375,0.0002600096,0.0005960097,0.00039345195,0.00044645867],"domain_scores_gemma":[0.9994985,0.0000047196977,0.00007113434,0.0003106673,0.000023383544,0.00009163237],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002729681,0.00018401437,0.00021416046,0.0003711059,0.00012847356,0.000017335637,0.0004460162,0.00016341638,0.00017993346],"category_scores_gemma":[0.0000032349176,0.00012775845,0.000023172972,0.00047447754,0.00077741966,0.00089204655,0.00042222394,0.00019002588,0.0000068317195],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019602054,0.00017036496,0.013081015,0.000008324179,0.0000060189536,0.000008561803,0.0016721319,0.06794813,0.9144987,0.0017378132,0.0000014202735,0.00084794516],"study_design_scores_gemma":[0.00038165727,0.00015405941,0.002965331,0.000008940297,0.000008557743,0.000011432208,0.00007069526,0.4489379,0.5047805,0.042542007,0.0000021474264,0.00013685023],"about_ca_topic_score_codex":0.000102553866,"about_ca_topic_score_gemma":0.00014655525,"teacher_disagreement_score":0.40971822,"about_ca_system_score_codex":0.00016966528,"about_ca_system_score_gemma":0.000060989594,"threshold_uncertainty_score":0.5209839},"labels":[],"label_agreement":null},{"id":"W2136273044","doi":"10.2166/wst.2007.500","title":"Effect of loading rate on performance of constructed wetlands treating an anaerobic supernatant","year":2007,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Constructed Wetlands for Wastewater Treatment","field":"Environmental Science","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Montréal; Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Mesocosm; Phragmites; Effluent; Typha; Kjeldahl method; Wetland; Environmental science; Hydraulic retention time; Wastewater; Environmental engineering; Constructed wetland; Phosphorus; Animal science; Chemistry; Nutrient; Nitrogen; Biology; Ecology","score_opus":0.004163898925964406,"score_gpt":0.22156568401098178,"score_spread":0.21740178508501737,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2136273044","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981284,0.0000036076492,0.000038886887,0.00002324163,0.00015033415,0.00023699856,0.0000046459654,0.00009852273,0.0013153494],"genre_scores_gemma":[0.99884415,0.0000039711954,0.0010896726,0.000006390567,0.000007937058,0.000007072018,0.0000051094885,0.000011125684,0.000024588071],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9980128,0.000040122693,0.00040979224,0.0005195335,0.00036364846,0.00065415073],"domain_scores_gemma":[0.99909294,0.000048144673,0.00013174744,0.0005908642,0.000035723504,0.00010056661],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013324418,0.00021840342,0.00032536624,0.0006646343,0.00019733625,0.000014835973,0.00072960556,0.00011490982,0.00015276577],"category_scores_gemma":[0.000061892584,0.00013670098,0.000042204083,0.0012806427,0.0026265194,0.0003342662,0.00031811243,0.00015157972,0.000036673107],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000081712074,0.00002780818,0.36261106,0.000008367806,0.000004358305,0.000008764859,0.00022292523,0.00010370478,0.6157256,0.000054606615,3.2067837e-7,0.021150794],"study_design_scores_gemma":[0.0007554352,0.0028247428,0.01899254,0.00004087386,0.000017458951,0.000053758366,0.00011029206,0.00087291043,0.97612476,0.00004229569,0.000020239613,0.00014468744],"about_ca_topic_score_codex":0.00013028418,"about_ca_topic_score_gemma":0.000058352467,"teacher_disagreement_score":0.36039916,"about_ca_system_score_codex":0.00020622443,"about_ca_system_score_gemma":0.000017406122,"threshold_uncertainty_score":0.967752},"labels":[],"label_agreement":null},{"id":"W2147891795","doi":"10.2166/wst.2003.0146","title":"A fatal waterborne disease epidemic in Walkerton, Ontario: comparison with other waterborne outbreaks in the developed world","year":2003,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Fecal contamination and water quality","field":"Environmental Science","cited_by":378,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Waterloo; Institut National de la Recherche Scientifique; University of Alberta","funders":"Government of Ontario","keywords":"Waterborne diseases; Outbreak; Tragedy (event); Government (linguistics); Environmental health; Water source; Geography; Environmental planning; Water resource management; Environmental science; Medicine","score_opus":0.0217805873981773,"score_gpt":0.2592817469302123,"score_spread":0.237501159532035,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2147891795","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98997146,0.000010420759,0.0005662049,0.004674433,0.00007629531,0.00044954405,0.0000015375823,0.00007218554,0.0041779266],"genre_scores_gemma":[0.9965009,7.447533e-7,0.00090931926,0.00092499406,0.0000034278933,0.00010266527,0.0000041210956,0.00001236189,0.0015414491],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99711627,0.0001926335,0.00049688533,0.00076058845,0.00049849675,0.0009351152],"domain_scores_gemma":[0.99912655,0.000028113805,0.000068582376,0.00063820696,0.00001808949,0.00012047506],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0021841899,0.000252335,0.0002857132,0.0005308437,0.00019513507,0.000078630575,0.0011720185,0.00009073534,0.0005245797],"category_scores_gemma":[0.00005976839,0.00012938723,0.000028750897,0.00190559,0.0016536735,0.00044819713,0.00028074812,0.0004564008,0.000403839],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000452273,0.00021765505,0.984796,0.0000042886513,0.0000017414322,0.000050302293,0.0059596067,0.00024943586,0.0061249165,0.0014765722,0.00004509882,0.0010291882],"study_design_scores_gemma":[0.001603646,0.00020462631,0.7773261,0.000056720368,0.0000131359075,0.000035918227,0.0010585045,0.00063222344,0.14604138,0.007687204,0.06459499,0.00074554974],"about_ca_topic_score_codex":0.013148044,"about_ca_topic_score_gemma":0.23183593,"teacher_disagreement_score":0.21868788,"about_ca_system_score_codex":0.0006194752,"about_ca_system_score_gemma":0.000079085796,"threshold_uncertainty_score":0.99342346},"labels":[],"label_agreement":null},{"id":"W2151177235","doi":"10.2166/wst.2003.0078","title":"Waste stabilisation ponds in extreme continental climates: a comparison of design methods from the USA, Canada, northern Europe and the former Soviet Union","year":2003,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Integrated Water Resources Management","field":"Environmental Science","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"U.S. Environmental Protection Agency","keywords":"Soviet union; European union; Normative; Climate change; Environmental science; Environmental protection; Oceanography; Political science; Geology; Business; International trade; Law","score_opus":0.033463771749001135,"score_gpt":0.2548766415185866,"score_spread":0.22141286976958544,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2151177235","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9850839,0.00003958471,0.011739013,0.0013471331,0.00008229855,0.00045610746,0.0000024341123,0.000015298197,0.0012342782],"genre_scores_gemma":[0.9966031,0.000006009092,0.0031445946,0.00012482531,0.000002632783,0.000030358393,0.0000018057272,0.000007935375,0.000078772],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99804014,0.000437426,0.000349243,0.0003757531,0.00037517992,0.00042226413],"domain_scores_gemma":[0.9992978,0.00009289489,0.00012148586,0.0004276266,0.000029346307,0.000030868134],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0028154647,0.00014636936,0.00020622398,0.000112808266,0.00025402458,0.000045188488,0.0008041637,0.00005691738,0.0001580539],"category_scores_gemma":[0.00014212471,0.00006862104,0.000017747796,0.00091554446,0.0023291744,0.00017360295,0.00040702,0.00021063449,0.000015702104],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052179017,0.000063882646,0.8306487,0.000003857731,0.000009118535,0.000003915588,0.008716119,0.00414348,0.14704923,0.0010929314,0.000071817725,0.0081447335],"study_design_scores_gemma":[0.0016217727,0.00021450093,0.030252593,0.00003034004,0.000040904164,0.000013189304,0.017039198,0.03339292,0.90544844,0.0037833615,0.0077848434,0.00037793873],"about_ca_topic_score_codex":0.15829012,"about_ca_topic_score_gemma":0.42598155,"teacher_disagreement_score":0.80039614,"about_ca_system_score_codex":0.00017149867,"about_ca_system_score_gemma":0.00003850827,"threshold_uncertainty_score":0.85819405},"labels":[],"label_agreement":null},{"id":"W2159771065","doi":"10.2166/wst.2004.0826","title":"Comparing biofilm models for a single species biofilm system","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Bacterial biofilms and quorum sensing","field":"Biochemistry, Genetics and Molecular Biology","cited_by":38,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"National Science Foundation","keywords":"Biofilm; Biological system; Benchmark (surveying); Simple (philosophy); Substrate (aquarium); Mass transfer; Chemistry; Biochemical engineering; Applied mathematics; Bacteria; Mathematics; Biology; Ecology; Chromatography; Engineering; Geology","score_opus":0.02406298073276981,"score_gpt":0.22490371235691586,"score_spread":0.20084073162414606,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2159771065","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.986992,0.000092707,0.009145763,0.000925707,0.00050113787,0.00027963403,0.000010634327,0.00015397232,0.0018984372],"genre_scores_gemma":[0.9916269,0.0000067826822,0.007990171,0.00007279841,0.00013185308,0.000020738074,0.000024861221,0.000018976107,0.00010687289],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982883,0.0000075833423,0.0002420061,0.00062102533,0.00012990933,0.0007112168],"domain_scores_gemma":[0.99920493,0.0000020907228,0.00006294897,0.00050427177,0.00014840964,0.00007734433],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002616915,0.00018992957,0.00022092441,0.00033971653,0.00036841247,0.000103521576,0.0005472107,0.00024392347,0.0000015602468],"category_scores_gemma":[0.000024245046,0.00014464298,0.000072357914,0.0003919073,0.0008870248,0.000022082148,0.00036322325,0.00007868814,0.000015539526],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024157747,0.000032322554,0.00007573176,0.000015419111,0.0000066655907,0.0000029793189,0.00005303784,0.00035602544,0.988681,0.010495238,0.000013852137,0.00024354075],"study_design_scores_gemma":[0.000480326,0.0003380189,0.000019087669,0.000029612946,0.000009061964,0.00011532445,0.00029425038,0.00037417928,0.99329704,0.0004967685,0.004317496,0.00022885346],"about_ca_topic_score_codex":0.000024128638,"about_ca_topic_score_gemma":0.000020436903,"teacher_disagreement_score":0.00999847,"about_ca_system_score_codex":0.00009442928,"about_ca_system_score_gemma":0.00008428661,"threshold_uncertainty_score":0.58983696},"labels":[],"label_agreement":null},{"id":"W2161007207","doi":"10.2166/wst.2013.251","title":"Impacts of climate change on rainfall extremes and urban drainage systems: a review","year":2013,"lang":"en","type":"review","venue":"Water Science & Technology","topic":"Hydrology and Drought Analysis","field":"Environmental Science","cited_by":337,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Climate change; Environmental science; Drainage; Climatology; Hydrology (agriculture); Geology; Ecology; Oceanography; Geotechnical engineering","score_opus":0.027739976453571295,"score_gpt":0.28362636154774334,"score_spread":0.25588638509417205,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2161007207","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00040708017,0.9934938,0.0000058374626,0.00043889956,0.00010798037,0.0011946235,0.000010300352,0.00009557125,0.0042459415],"genre_scores_gemma":[0.004770389,0.9944002,0.000074387215,0.00020673443,0.000023720446,0.00035434507,0.000007640344,0.00002003612,0.00014254314],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99699455,0.00012773948,0.00067218946,0.0009278567,0.0003782036,0.00089946156],"domain_scores_gemma":[0.99838865,0.000037449732,0.00039700264,0.0010134315,0.000021301303,0.00014218467],"candidate_categories":["metaepi_narrow","sts","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0014164747,0.00043190276,0.0016921026,0.0008429721,0.00024551767,0.000038625698,0.0013021325,0.00045710325,0.0003421898],"category_scores_gemma":[0.00010425224,0.0002480598,0.0001818527,0.0019155887,0.0029654934,0.00035675341,0.0011583369,0.0003736247,0.001052481],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000024378276,0.00009317837,0.0008078385,0.017915891,0.000053040898,0.000055794342,0.00037562326,0.0000010268288,0.00013357982,0.0018862716,0.0006168621,0.97805846],"study_design_scores_gemma":[0.00008166067,0.00022888926,0.00001191034,0.01232959,0.00044352293,0.00013725889,0.000019543926,0.000044815122,0.000058820107,0.00027107782,0.9859408,0.00043206933],"about_ca_topic_score_codex":0.00013648342,"about_ca_topic_score_gemma":0.000018892015,"teacher_disagreement_score":0.98532397,"about_ca_system_score_codex":0.00015747214,"about_ca_system_score_gemma":0.000025795394,"threshold_uncertainty_score":0.99999714},"labels":[],"label_agreement":null},{"id":"W2162958245","doi":"10.2166/wst.2001.0719","title":"Occurrence of Legionella in groundwater: an ecological study","year":2001,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Legionella and Acanthamoeba research","field":"Biochemistry, Genetics and Molecular Biology","cited_by":67,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Legionella; Groundwater; Environmental science; Blackwater; Immunomagnetic separation; Environmental engineering; Biology; Microbiology; Bacteria; Geology","score_opus":0.02187734028149731,"score_gpt":0.3033268633529978,"score_spread":0.2814495230715005,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2162958245","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99881303,0.000033152613,0.000094398085,0.00032163758,0.000080937374,0.00023006105,0.0000014619002,0.000022041182,0.00040328113],"genre_scores_gemma":[0.9997224,0.000042825097,0.000065722386,0.000034862886,0.000019467774,0.000028597815,0.000008758106,0.0000033329222,0.00007399733],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99843925,0.00004168784,0.00021857735,0.0005526801,0.00021591087,0.00053191016],"domain_scores_gemma":[0.99927825,0.0000031381908,0.000031431537,0.0005112558,0.00010882902,0.00006709231],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064186467,0.00011101137,0.00015433723,0.0005188094,0.0001078977,0.000023960405,0.00097040104,0.00015144223,0.000014616712],"category_scores_gemma":[0.000043188666,0.00007486836,0.000024104038,0.0008491591,0.0012323171,0.000016871594,0.00051285344,0.00014931516,0.00002031505],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000322943,0.0008900122,0.30155316,0.000002137544,0.0000023930809,0.000044489156,0.00018979087,0.000023704988,0.69571203,0.00009255761,0.000017483466,0.0014399798],"study_design_scores_gemma":[0.00095120654,0.0040176604,0.032181047,0.000005559055,0.0000043601403,0.00012391296,0.0016287748,0.0000819985,0.9549446,0.00070509117,0.0050816713,0.0002741373],"about_ca_topic_score_codex":0.00006605081,"about_ca_topic_score_gemma":0.00016869632,"teacher_disagreement_score":0.2693721,"about_ca_system_score_codex":0.000023110699,"about_ca_system_score_gemma":0.00008178838,"threshold_uncertainty_score":0.45405236},"labels":[],"label_agreement":null},{"id":"W2165140024","doi":"10.2166/wst.2006.822","title":"Plant-wide (BSM2) evaluation of reject water treatment with a SHARON-Anammox process","year":2006,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Vlaamse regering; Fonds Wetenschappelijk Onderzoek","keywords":"Clarifier; Effluent; Anammox; Sewage treatment; Dewatering; Wastewater; Environmental science; Activated sludge; Environmental engineering; Water quality; Waste management; Engineering; Nitrogen; Chemistry; Denitrification; Ecology","score_opus":0.01190829185063668,"score_gpt":0.23100756286551702,"score_spread":0.21909927101488033,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2165140024","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99654233,0.000022963719,0.00004671076,0.00069528754,0.000045872686,0.00050947745,0.0000058382143,0.000107236665,0.0020242669],"genre_scores_gemma":[0.9981117,0.00000205815,0.00122787,0.000018570894,0.000012780725,0.000117456104,0.0000287949,0.0000132734785,0.00046747597],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99753267,0.000031136104,0.00025572634,0.00063119386,0.000848287,0.00070101535],"domain_scores_gemma":[0.9993546,0.000006177648,0.00006385605,0.00046628586,0.00005412822,0.00005492489],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005444014,0.00023279132,0.00023786484,0.00036470863,0.0002436538,0.00003526937,0.00052433286,0.00009878164,0.00045557524],"category_scores_gemma":[0.0000049588616,0.00011111221,0.000041709216,0.00064127235,0.0013467269,0.00046511972,0.00016796526,0.00006588592,0.00028430618],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000071134666,0.0003279293,0.11041601,0.000006022248,0.000019782883,0.000032638956,0.0009094805,0.0020446682,0.88353944,0.000047460453,0.00003340685,0.0025520374],"study_design_scores_gemma":[0.0008766843,0.00067902164,0.0015387526,0.000009807152,0.00008237648,0.00007536049,0.00013280785,0.00097523665,0.9923295,0.002477808,0.00063838164,0.00018425744],"about_ca_topic_score_codex":0.00059278816,"about_ca_topic_score_gemma":0.0003497933,"teacher_disagreement_score":0.10887726,"about_ca_system_score_codex":0.00045685106,"about_ca_system_score_gemma":0.00004855979,"threshold_uncertainty_score":0.49882293},"labels":[],"label_agreement":null},{"id":"W2167587928","doi":"10.2166/wst.2005.0558","title":"Continuity-based interfacing of models for wastewater systems described by Petersen matrices","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":71,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydromantis Environmental Software Solutions (Canada)","funders":"European Commission","keywords":"Interfacing; Wastewater; Set (abstract data type); Transformation (genetics); Construct (python library); Process (computing); Computer science; Process engineering; Sewage treatment; Engineering; Environmental engineering; Programming language; Chemistry","score_opus":0.011234068356985889,"score_gpt":0.21731863731008816,"score_spread":0.20608456895310226,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2167587928","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9947158,0.00007948871,0.0033018165,0.0007301061,0.000116812385,0.0005022442,0.00001800139,0.00013613747,0.00039957854],"genre_scores_gemma":[0.98386836,0.0000018667881,0.015524077,0.000030782132,0.000013769754,0.000074510564,0.0000065270724,0.000015242657,0.00046484367],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9980607,0.00001943787,0.0003521961,0.0005335832,0.000325601,0.00070850726],"domain_scores_gemma":[0.9993696,0.0000148543495,0.0001016049,0.00039885988,0.000033368175,0.00008171125],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045166176,0.00020388555,0.00027585463,0.00036852,0.00019194593,0.000065960165,0.0008112477,0.0001196105,0.00005340447],"category_scores_gemma":[0.000007596274,0.0001338286,0.00006973074,0.00048103207,0.0010978017,0.00044336138,0.00042121465,0.00008982886,0.00010917566],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031028514,0.00007136196,0.001153351,0.000013676379,0.0000070451147,0.0000018703673,0.0004578974,0.0047888253,0.9920512,0.000104923136,0.00015334626,0.0011654972],"study_design_scores_gemma":[0.0005891621,0.00019927837,0.00000742792,0.000019505462,0.000021201276,0.00001604094,0.00024966738,0.029598529,0.966612,0.0005939125,0.0019153383,0.00017792749],"about_ca_topic_score_codex":0.00012735427,"about_ca_topic_score_gemma":0.000019821066,"teacher_disagreement_score":0.02543917,"about_ca_system_score_codex":0.00020789004,"about_ca_system_score_gemma":0.000016800275,"threshold_uncertainty_score":0.5457372},"labels":[],"label_agreement":null},{"id":"W2168542938","doi":"10.2166/wst.2001.0556","title":"Odour emission rates from manure treatment/storage systems","year":2001,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Odor and Emission Control Technologies","field":"Chemical Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Manure; Slurry; Liquid manure; Animal science; Chemistry; Environmental science; Environmental engineering; Waste management; Agronomy; Biology","score_opus":0.019836101205737335,"score_gpt":0.2474119459313263,"score_spread":0.22757584472558895,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2168542938","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9864418,0.0006780805,0.0047569894,0.0030390928,0.00050250243,0.00018010638,0.0000066242333,0.002391015,0.002003823],"genre_scores_gemma":[0.99540293,0.0000874998,0.00040060532,0.000023268938,0.00007418219,0.000049940092,0.0000066336456,0.000018917219,0.0039360356],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981751,0.000008583594,0.00026125135,0.00059239875,0.00023954675,0.0007231253],"domain_scores_gemma":[0.9990146,0.000025054069,0.000046944715,0.00073499576,0.00006687222,0.00011154526],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014360907,0.00024536578,0.00031338658,0.0006242085,0.00026282226,0.000084442225,0.0009742743,0.000378844,0.00012026363],"category_scores_gemma":[0.00011904194,0.00014806367,0.000055799883,0.00087812217,0.00046269727,0.00024046576,0.00027575777,0.00024140117,0.00024298203],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011143568,0.000036101355,0.00236216,0.0000035778903,0.000007972033,0.00006651866,0.000102276696,0.00036236193,0.98944765,0.00046540587,0.00015832692,0.0069764783],"study_design_scores_gemma":[0.00046644502,0.000097849705,0.00005363775,0.00003996276,0.000013269785,0.000048507132,0.0005153168,0.019804647,0.93411505,0.0016951661,0.042908978,0.0002411873],"about_ca_topic_score_codex":0.00013698908,"about_ca_topic_score_gemma":0.0000023328398,"teacher_disagreement_score":0.055332642,"about_ca_system_score_codex":0.00023615306,"about_ca_system_score_gemma":0.000030417847,"threshold_uncertainty_score":0.6037861},"labels":[],"label_agreement":null},{"id":"W2170350536","doi":"10.2166/wst.2014.210","title":"Ultrasonic degradation of 1-H-benzotriazole in water","year":2014,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Ultrasound and Cavitation Phenomena","field":"Materials Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"Canadian Bureau for International Education","keywords":"Benzotriazole; Chemistry; Radical; Degradation (telecommunications); Ozone; Pollutant; Hydroxyl radical; Chemical oxygen demand; Chemical decomposition; Reaction rate constant; Sonochemistry; Oxygen; Photochemistry; Nitrogen; Decomposition; Environmental chemistry; Inorganic chemistry; Kinetics; Organic chemistry; Environmental engineering; Wastewater","score_opus":0.007280281333855786,"score_gpt":0.2239335588982451,"score_spread":0.21665327756438932,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2170350536","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99501866,0.000010784635,0.0025934577,0.00085751555,0.00023400948,0.000102236496,0.0000012294629,0.00009773653,0.0010843478],"genre_scores_gemma":[0.99841124,0.0000026195632,0.0012921273,0.000065612985,0.000014643023,0.000019555704,0.000003921184,0.0000061242454,0.00018415581],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985238,0.000033143966,0.00030448055,0.00036061072,0.00026808033,0.00050988956],"domain_scores_gemma":[0.9994363,0.000022474935,0.00004968385,0.00035504813,0.00009658923,0.000039895596],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011810502,0.00010003224,0.00017151244,0.0007414637,0.00011747194,0.000044432865,0.0006718391,0.00008135242,0.00021370585],"category_scores_gemma":[0.00009367247,0.000060049966,0.000020783436,0.0006709087,0.00087242917,0.00051123515,0.0001087513,0.00008812852,0.00031921646],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004106766,0.000031721436,0.0015034393,0.000005226407,3.2947153e-7,3.0003798e-7,0.00053348066,0.0000786252,0.9886902,0.008084451,0.000003671636,0.0010644445],"study_design_scores_gemma":[0.00024899349,0.00008797606,0.0004413842,0.000008091545,0.0000021751725,0.000006227524,0.00021798674,0.000097034725,0.9787768,0.018951468,0.0010605863,0.00010127535],"about_ca_topic_score_codex":0.000028008506,"about_ca_topic_score_gemma":0.000019458883,"teacher_disagreement_score":0.010867018,"about_ca_system_score_codex":0.00005722114,"about_ca_system_score_gemma":0.000033690005,"threshold_uncertainty_score":0.41029885},"labels":[],"label_agreement":null},{"id":"W2170902448","doi":"10.2166/wst.2003.0144","title":"Drinking water contamination in Walkerton, Ontario: positive resolutions from a tragic event","year":2003,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Parasitic Infections and Diagnostics","field":"Immunology and Microbiology","cited_by":69,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Water supply; Government (linguistics); Water industry; Christian ministry; Environmental planning; Environmental health; Water resource management; Environmental protection; Environmental science; Environmental engineering; Law; Political science; Medicine","score_opus":0.006625387484480515,"score_gpt":0.22983981172159082,"score_spread":0.2232144242371103,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2170902448","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9906913,0.00009586491,0.0034273518,0.00064082193,0.00072603364,0.00021615507,0.000004814667,0.00009176135,0.004105866],"genre_scores_gemma":[0.998756,0.0000049452688,0.00022085526,0.00011024011,0.000004621001,0.0000545863,0.000042296255,0.000006242186,0.00080020464],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984625,0.00007523163,0.00027764108,0.0004367379,0.000050565486,0.0006973478],"domain_scores_gemma":[0.9994861,0.00004597546,0.000033178745,0.00030338662,0.000111065056,0.000020296355],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004387912,0.00014508795,0.0001910981,0.00085308665,0.00045608645,0.000025455836,0.00027758555,0.00029168505,0.0005062437],"category_scores_gemma":[0.00010308024,0.0001004265,0.000037709517,0.0004433628,0.00092898106,0.00018191442,0.00008014323,0.0003834025,0.0006610073],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011791389,0.00022969223,0.055972867,8.8385946e-7,0.000016794464,0.00003392403,0.004239825,0.00006309771,0.9190154,0.019528748,0.000038577404,0.000848402],"study_design_scores_gemma":[0.0007047187,0.0001358809,0.02475838,0.000024417983,0.00001733315,0.00012430098,0.0004358328,0.000013032855,0.9544638,0.0100446,0.009098678,0.00017902463],"about_ca_topic_score_codex":0.00640645,"about_ca_topic_score_gemma":0.01897221,"teacher_disagreement_score":0.035448406,"about_ca_system_score_codex":0.00045523312,"about_ca_system_score_gemma":0.00013030102,"threshold_uncertainty_score":0.99892896},"labels":[],"label_agreement":null},{"id":"W2172050596","doi":"10.2166/wst.2013.687","title":"Reliability of on-site greywater treatment systems in Mediterranean and arid environments – a case study","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Reuse","field":"Environmental Science","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"McGill University","keywords":"Greywater; Reuse; Reliability (semiconductor); Flooding (psychology); Environmental science; Engineering; Arid; Waste management","score_opus":0.011359803617920477,"score_gpt":0.22107480368295443,"score_spread":0.20971500006503396,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2172050596","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99821895,0.000012651911,0.0000035305536,0.00033633708,0.00012136047,0.0011003419,0.0000023328967,0.000037002526,0.00016746979],"genre_scores_gemma":[0.9992854,0.0000074396626,0.000110207766,0.000011136592,0.000006291842,0.00020513592,0.0000012141678,0.000008761565,0.00036438974],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99812764,0.000052648167,0.00032592015,0.00068992557,0.0003051494,0.00049873063],"domain_scores_gemma":[0.9991315,0.000014016163,0.000056474582,0.0006936613,0.0000057322104,0.000098590375],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032994317,0.0002151725,0.00027137168,0.0003825964,0.00014854925,0.000039245562,0.00033306648,0.00009573147,0.00012034312],"category_scores_gemma":[0.000008274822,0.00011491487,0.000023160228,0.00039924425,0.001583632,0.00036879396,0.00044781924,0.0000929925,0.00032676416],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013521145,0.0011166573,0.78213215,0.000005057818,0.0000074692484,0.0006521923,0.0075760116,0.00038949816,0.2058705,0.0000040496757,0.000008051117,0.0022248675],"study_design_scores_gemma":[0.006512723,0.010177766,0.22701609,0.00006402474,0.00008950069,0.0021869214,0.015181185,0.0027924846,0.7326887,0.0008468866,0.0013758175,0.0010678839],"about_ca_topic_score_codex":0.0061621196,"about_ca_topic_score_gemma":0.00033811625,"teacher_disagreement_score":0.55511606,"about_ca_system_score_codex":0.00031826887,"about_ca_system_score_gemma":0.000005803037,"threshold_uncertainty_score":0.93153226},"labels":[],"label_agreement":null},{"id":"W2241815540","doi":"10.2166/wst.2005.0566","title":"Assessing the environmental burdens of anaerobic digestion in comparison to alternative options for managing the biodegradable fraction of municipal solid wastes","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Municipal Solid Waste Management","field":"Environmental Science","cited_by":44,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Waterloo","funders":"","keywords":"Anaerobic digestion; Biogas; Waste management; Municipal solid waste; Biodegradable waste; Environmental science; Waste treatment; Mechanical biological treatment; Energy recovery; Engineering; Chemistry; Waste collection; Methane","score_opus":0.02310090947691746,"score_gpt":0.3080139520122004,"score_spread":0.28491304253528293,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2241815540","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9859669,0.000033595083,0.008711636,0.0043197335,0.00006072428,0.0005597014,0.0000023616126,0.000017897299,0.00032741146],"genre_scores_gemma":[0.99544066,0.000014378918,0.0043430557,0.000056835994,0.000011458767,0.00007651294,0.0000019265985,0.000006840059,0.000048327718],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99856466,0.00004310241,0.0003430498,0.0003191013,0.00031958707,0.000410526],"domain_scores_gemma":[0.9992769,0.000044785033,0.00014636874,0.0004947042,0.000008069977,0.0000292167],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009196449,0.00011470279,0.00017251296,0.00031791604,0.00033221688,0.00004235253,0.001060168,0.00004638337,0.000048100424],"category_scores_gemma":[0.000030768668,0.00006718306,0.000034273282,0.00071763323,0.001345791,0.0004274278,0.0008597078,0.0001518082,0.000023832934],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009806455,0.00015506888,0.011543095,0.0000047325607,0.0000075303824,4.086017e-7,0.004069683,0.7753192,0.1931381,0.0010450665,0.0000161458,0.014691147],"study_design_scores_gemma":[0.00027316806,0.00020749193,0.010631716,0.000039438673,0.000024492032,0.0000036368601,0.016174471,0.49290487,0.475175,0.00231788,0.0020794577,0.00016839526],"about_ca_topic_score_codex":0.0007342782,"about_ca_topic_score_gemma":0.00043180372,"teacher_disagreement_score":0.28241435,"about_ca_system_score_codex":0.0003528609,"about_ca_system_score_gemma":0.000005496125,"threshold_uncertainty_score":0.49586233},"labels":[],"label_agreement":null},{"id":"W2246012671","doi":"10.2166/wst.2001.0149","title":"Explosive biodegradation in soil slurry batch reactors amended with exogenous microorganisms","year":2001,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Microbial bioremediation and biosurfactants","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Biotechnology Research Institute","funders":"","keywords":"Methanogenesis; Biodegradation; Mineralization (soil science); Environmental chemistry; Trinitrotoluene; Amendment; Slurry; Chemistry; Microorganism; Bioaugmentation; Soil water; Microbial consortium; Waste management; Soil contamination; Biostimulation; Anaerobic digestion; Bioremediation; Pulp and paper industry; Environmental science; Contamination; Methane; Environmental engineering; Bacteria; Nitrogen; Biology; Organic chemistry; Explosive material; Ecology","score_opus":0.007131613011733921,"score_gpt":0.19233445046043868,"score_spread":0.18520283744870475,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2246012671","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9959584,0.0000057362863,0.00017736755,0.0024542587,0.00010207933,0.00020969105,0.0000023935727,0.00012765489,0.0009624595],"genre_scores_gemma":[0.9984142,0.000032311447,0.0010464179,0.00023728849,0.0000076102874,0.000008943641,0.0000058364417,0.000009076641,0.0002383252],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99832976,0.000017237524,0.00020956501,0.0005466903,0.00030358805,0.0005931848],"domain_scores_gemma":[0.99949366,0.000004878293,0.000064214364,0.00033803695,0.000021593063,0.00007762668],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028926492,0.00015616827,0.0001386176,0.00039481634,0.00020028485,0.00004559133,0.00061268423,0.00013423769,0.00065979414],"category_scores_gemma":[0.00002031272,0.000101839854,0.000015104047,0.0019718108,0.0012537219,0.00041233798,0.00024789583,0.00015617943,0.00070033583],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012320218,0.00006144343,0.065437734,6.820299e-7,9.078718e-7,0.00002483189,0.00078123185,0.000013872275,0.93091625,0.000020754991,0.00004245503,0.0026875054],"study_design_scores_gemma":[0.0002912562,0.00013303098,0.004672708,0.000006126244,0.0000026974385,0.00006654529,0.00053139735,0.000042422624,0.99065167,0.00029650744,0.003117349,0.00018831721],"about_ca_topic_score_codex":0.00019803802,"about_ca_topic_score_gemma":0.0011664872,"teacher_disagreement_score":0.060765024,"about_ca_system_score_codex":0.00032304853,"about_ca_system_score_gemma":0.000036599635,"threshold_uncertainty_score":0.90016335},"labels":[],"label_agreement":null},{"id":"W2246872743","doi":"10.2166/wst.2002.0203","title":"Phosphorus reductions following riparian restoration in two agricultural watersheds in Vermont, USA","year":2002,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Soil and Water Nutrient Dynamics","field":"Environmental Science","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Riparian zone; Environmental science; Fencing; Watershed; Hydrology (agriculture); Surface runoff; Watershed management; Streamflow; Baseflow; Stream restoration; Drainage basin; STREAMS; Geography; Ecology; Engineering","score_opus":0.009797386443182288,"score_gpt":0.22367108767068258,"score_spread":0.2138737012275003,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2246872743","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9934571,0.000022062148,0.000040027706,0.0026751196,0.000488873,0.0001780477,5.432133e-7,0.0000919104,0.003046361],"genre_scores_gemma":[0.9988659,0.0000147069,0.0005544894,0.000045891356,0.00001348462,0.000046621575,0.0000031438005,0.000006341907,0.00044941378],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99811906,0.000024133835,0.000287609,0.00055740407,0.0003020891,0.00070968707],"domain_scores_gemma":[0.9995575,0.0000045763895,0.00003403507,0.00033017353,0.000008103016,0.0000656233],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036081238,0.0001519753,0.0001531586,0.0005316303,0.00024534474,0.000064112835,0.0006391847,0.00009956309,0.000054539614],"category_scores_gemma":[0.000024377823,0.000105053296,0.00003710837,0.0024109622,0.0007313875,0.00088198105,0.0003159344,0.00024513953,0.00054773805],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003771307,0.000104512495,0.95457655,7.601283e-7,0.000001131005,0.000040935018,0.0021534017,0.0018863826,0.038412217,0.00019782844,0.00007067253,0.0025518655],"study_design_scores_gemma":[0.003484453,0.0003802832,0.70479167,0.000081250626,0.000025147188,0.00019767793,0.0029060675,0.03036492,0.21885832,0.029444635,0.007976353,0.0014892174],"about_ca_topic_score_codex":0.0011976323,"about_ca_topic_score_gemma":0.0006266174,"teacher_disagreement_score":0.24978484,"about_ca_system_score_codex":0.0006008651,"about_ca_system_score_gemma":0.000005659706,"threshold_uncertainty_score":0.7040247},"labels":[],"label_agreement":null},{"id":"W2247190038","doi":"10.2166/wst.2000.0077","title":"Anaerobic treatment of landfill leachate by sulfate reduction","year":2000,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality Monitoring and Analysis","field":"Environmental Science","cited_by":37,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Leachate; Sulfate; Waste management; Anaerobic exercise; Environmental science; Reduction (mathematics); Bioreactor landfill; Environmental engineering; Chemistry; Environmental chemistry; Engineering; Biology","score_opus":0.009226073384648812,"score_gpt":0.23007004847128346,"score_spread":0.22084397508663464,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2247190038","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99785674,0.000027351289,0.000031052477,0.0012139397,0.00007198339,0.00006376651,0.0000037677723,0.00010341457,0.0006280097],"genre_scores_gemma":[0.99503773,0.000067548135,0.00040083524,0.00000462061,0.000014617411,0.000011632967,0.0000055869928,0.000005268122,0.004452153],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987526,0.000020895626,0.0001944656,0.00040572145,0.00022943188,0.00039691332],"domain_scores_gemma":[0.99950945,0.000002148666,0.000035818746,0.0003868135,0.000008981975,0.000056761586],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022184491,0.000114185255,0.00016510977,0.00019196325,0.00019504863,0.000020097948,0.00037504706,0.00007235872,0.00066624465],"category_scores_gemma":[0.0000029599594,0.0000737424,0.000043151333,0.0008808859,0.0012607351,0.00020397005,0.00006402426,0.000048139555,0.00044840726],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000057875313,0.00010472449,0.005158216,9.730426e-7,0.000004843416,0.0000019448905,0.00059291685,0.00030867662,0.9570337,0.000012176104,0.00005710991,0.036718953],"study_design_scores_gemma":[0.00015272883,0.00022274056,0.0004271614,0.0000028471877,0.000012133306,0.000011173081,0.00008724947,0.00008035665,0.98524684,0.00047686583,0.013178105,0.00010180184],"about_ca_topic_score_codex":0.0013941037,"about_ca_topic_score_gemma":0.0000062518016,"teacher_disagreement_score":0.03661715,"about_ca_system_score_codex":0.00017405897,"about_ca_system_score_gemma":0.000005314896,"threshold_uncertainty_score":0.7294912},"labels":[],"label_agreement":null},{"id":"W2248091142","doi":"10.2166/wst.2005.0494","title":"Fundamentals of the fermentative production of hydrogen","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Anaerobic Digestion and Biogas Production","field":"Engineering","cited_by":337,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Montréal","funders":"","keywords":"Fermentation; Fermentative hydrogen production; Hydrogenase; Hydrogen; Thermophile; Chemistry; Hydrogen production; Sugar; Biochemical engineering; Mesophile; Biochemistry; Enzyme; Biohydrogen; Organic chemistry; Bacteria; Biology; Engineering","score_opus":0.007400328690099878,"score_gpt":0.21672354903451302,"score_spread":0.20932322034441314,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2248091142","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9967521,0.000028934439,0.00010247855,0.0021149723,0.00028752338,0.00010923434,5.8092024e-7,0.00008986349,0.00051430304],"genre_scores_gemma":[0.99933976,0.000010868526,0.00038244945,0.000009866412,0.000016575783,0.0000054754837,3.5581405e-7,0.000002911027,0.00023171106],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995174,0.0000042623187,0.00012199584,0.00011711981,0.000114391565,0.000124821],"domain_scores_gemma":[0.99972993,6.6731747e-7,0.000025683215,0.00019065358,0.000043472533,0.000009576602],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015272896,0.000045993867,0.00006166043,0.00020321332,0.00005292723,0.000003046093,0.0002254644,0.00003246484,0.000018167464],"category_scores_gemma":[0.0000112307425,0.000026959837,0.00001649647,0.0005901628,0.0007759214,0.00014411732,0.00005895422,0.000049934337,0.000012077692],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[9.659108e-7,0.00001465393,0.000643682,0.0000024971287,0.0000027536707,2.9227213e-8,0.00036578503,0.0019370834,0.9902079,0.0022573592,0.000041604457,0.004525671],"study_design_scores_gemma":[0.00003986642,0.00002284216,0.00042273413,0.000006236492,0.0000031505672,0.0000072866565,0.00021835223,0.000082497376,0.9954592,0.00040663267,0.003298975,0.000032218755],"about_ca_topic_score_codex":0.000002643728,"about_ca_topic_score_gemma":0.00000327541,"teacher_disagreement_score":0.005251292,"about_ca_system_score_codex":0.00005617563,"about_ca_system_score_gemma":0.000010487755,"threshold_uncertainty_score":0.28589147},"labels":[],"label_agreement":null},{"id":"W2256003641","doi":"10.2166/wst.2005.0361","title":"Requirements and test methods for on site domestic wastewater treatment plants: the European standard (prEN 12566-3) compared to other international standards","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Reuse","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Centre Scientifique et Technique du Bâtiment; Chongqing Science and Technology Commission; National Science Foundation","keywords":"European union; Engineering; Test (biology); Certification; Sewage treatment; Operations management; Waste management; Business; Political science; Law; International trade","score_opus":0.019474550901814325,"score_gpt":0.3260110559429123,"score_spread":0.306536505041098,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2256003641","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9820077,0.000018042698,0.001421637,0.011101902,0.00022805917,0.0007463795,0.00013400136,0.00012604597,0.0042162277],"genre_scores_gemma":[0.97895324,0.000011094442,0.01924732,0.00027900815,0.000055916415,0.00008945257,0.00000768583,0.00002046404,0.0013357952],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99816704,0.0000625055,0.00023661763,0.00060133595,0.00038970585,0.00054280274],"domain_scores_gemma":[0.99926007,0.00005933543,0.000049786853,0.00049434166,0.00002451783,0.000111951624],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011181041,0.00022756684,0.00018734588,0.0002552938,0.0004202015,0.00013879409,0.00076347555,0.000047745736,0.00017203967],"category_scores_gemma":[0.00005400426,0.00010937645,0.000036534646,0.00023553876,0.00085152057,0.00023257227,0.0005280865,0.00006853233,0.00024044256],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028265532,0.0003871533,0.028666446,0.0000040299283,0.000057565536,0.00001975196,0.006156932,0.0011752816,0.78212285,0.00010915003,0.001174143,0.17984404],"study_design_scores_gemma":[0.001533387,0.0011967052,0.0010705313,0.000025955804,0.000025334683,0.000034762306,0.00020011482,0.00044123115,0.6224041,0.00044220252,0.37237823,0.0002474135],"about_ca_topic_score_codex":0.000029365197,"about_ca_topic_score_gemma":0.00007980482,"teacher_disagreement_score":0.3712041,"about_ca_system_score_codex":0.00067059905,"about_ca_system_score_gemma":0.000015789457,"threshold_uncertainty_score":0.4460242},"labels":[],"label_agreement":null},{"id":"W2260375260","doi":"10.2166/wst.2015.276","title":"Performance of sulphate- and selenium-reducing biochemical reactors using different ratios of labile to recalcitrant organic materials","year":2015,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Mine drainage and remediation techniques","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Bioreactor; Woodchips; Chemistry; Hydraulic retention time; Pulp and paper industry; Biodegradation; Manure; Selenium; Environmental chemistry; Environmental science; Environmental engineering; Wastewater; Agronomy; Biology; Organic chemistry","score_opus":0.013417940175587504,"score_gpt":0.23686846296122574,"score_spread":0.22345052278563823,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2260375260","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991511,0.0000089576515,0.000278496,0.0001987517,0.00006981564,0.00019003036,0.0000023540888,0.000052439624,0.000048050504],"genre_scores_gemma":[0.99739134,0.000010151568,0.0025385774,0.000015958001,0.000008390056,0.0000074714867,0.0000013579477,0.000006260416,0.000020463296],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998911,0.000014899728,0.00028009526,0.00028644787,0.00024991803,0.00025762693],"domain_scores_gemma":[0.9995389,0.0000058496307,0.000080991136,0.00025081306,0.000041733332,0.00008171461],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004627946,0.00009977418,0.00019471302,0.00025994715,0.000055258774,0.000011191267,0.0003500744,0.00009098815,0.000082855084],"category_scores_gemma":[0.00007687992,0.0000649531,0.000010919394,0.000624247,0.0008374119,0.00018450376,0.00041969938,0.000055263008,0.0000071373865],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008503305,0.00002509537,0.005240397,0.00001026263,9.455788e-7,3.6291854e-7,0.0008436376,0.000011587279,0.9934552,0.000013603087,0.000016656202,0.00037376303],"study_design_scores_gemma":[0.000090881986,0.0001975468,0.0005443477,0.000020405758,0.00000509539,0.000011813654,0.00014327254,0.00025581225,0.99848115,0.000119958124,0.000040736577,0.00008897535],"about_ca_topic_score_codex":0.00007087812,"about_ca_topic_score_gemma":0.0000030731985,"teacher_disagreement_score":0.005025968,"about_ca_system_score_codex":0.000090026275,"about_ca_system_score_gemma":0.000022189668,"threshold_uncertainty_score":0.3085479},"labels":[],"label_agreement":null},{"id":"W2271629052","doi":"10.2166/wst.2015.270","title":"Sorption of microconstituents onto primary sludge","year":2015,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Analytical chemistry methods development","field":"Chemistry","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Sorption; Bisphenol A; Kinetics; Chemistry; Triclosan; Environmental chemistry; Wastewater; Chemical engineering; Chromatography; Environmental engineering; Environmental science; Waste management; Organic chemistry; Adsorption; Engineering","score_opus":0.02837910561546079,"score_gpt":0.2790245518570199,"score_spread":0.2506454462415591,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2271629052","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9453415,0.00005444686,0.0117565505,0.0006856971,0.00009337306,0.00005107967,0.0000026480495,0.00019449106,0.04182018],"genre_scores_gemma":[0.9661215,0.0000030340832,0.032546867,0.000047001107,0.000015471478,0.0000113472,0.0000048388297,0.0000064916667,0.0012434237],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99858135,0.0000050829267,0.00027307184,0.00038191484,0.00034903127,0.0004095405],"domain_scores_gemma":[0.99915224,0.000008874571,0.00006571942,0.00044411613,0.00020633196,0.0001226991],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052854023,0.00011948159,0.00019772306,0.00022097291,0.00005937562,0.000014871648,0.00078991463,0.00017672262,0.00012038011],"category_scores_gemma":[0.00016484092,0.00009046931,0.000029782701,0.0004862626,0.0016758784,0.0001335056,0.0004788624,0.00016453973,0.000084092004],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000754708,0.00003999146,0.0048732036,0.000028978142,0.0000042819006,0.0000048088355,0.00012267202,0.0000018436376,0.9923241,0.000386822,0.00003462034,0.002171132],"study_design_scores_gemma":[0.00022766547,0.000011565609,0.0000442105,0.000018369119,0.0000075389144,0.000034314504,0.0001599013,0.00002983993,0.98979986,0.0035581824,0.005987567,0.00012101326],"about_ca_topic_score_codex":0.000009235449,"about_ca_topic_score_gemma":0.000001079211,"teacher_disagreement_score":0.040576756,"about_ca_system_score_codex":0.0003361898,"about_ca_system_score_gemma":0.00027073082,"threshold_uncertainty_score":0.6174844},"labels":[],"label_agreement":null},{"id":"W2274878663","doi":"10.2166/wst.2003.0354","title":"Stakeholder involvement in water management: necessity or luxury?","year":2003,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Regulation and Compliance Studies","field":"Business, Management and Accounting","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"","keywords":"Stakeholder; Business; Water Framework Directive; Environmental planning; Environmental resource management; Agriculture; Stakeholder analysis; Stakeholder management; Public relations; Political science; Economics; Water quality; Environmental science; Geography","score_opus":0.04434221123435378,"score_gpt":0.24172244722067254,"score_spread":0.19738023598631876,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2274878663","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92798173,0.00004483873,0.0006301789,0.0053878725,0.00050192414,0.000390112,1.6351491e-7,0.00030290268,0.06476025],"genre_scores_gemma":[0.9960736,0.0000110528035,0.00040347184,0.001058796,0.000032794458,0.00006288481,0.0000019204642,0.000009215422,0.0023462342],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9982921,0.0000055224814,0.0002459893,0.00048029108,0.0002934123,0.0006826954],"domain_scores_gemma":[0.9994678,0.0000020831408,0.000043121905,0.00038218635,0.00009500197,0.000009838092],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005816068,0.00016183342,0.00017171439,0.0012833576,0.00040084586,0.00020881846,0.0005967018,0.00005799462,0.0003710603],"category_scores_gemma":[0.000015755739,0.00009009411,0.00002340666,0.0015677045,0.0005615281,0.0009730463,0.00053758867,0.00010617971,0.0005698059],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008842107,0.00066502235,0.25085232,0.00040337353,0.000052766405,0.00027966264,0.0014553553,0.0003859824,0.039873492,0.64815354,0.003097903,0.05469215],"study_design_scores_gemma":[0.001958164,0.000041681255,0.02431622,0.00009341239,0.00003096486,0.000009872873,0.0052226055,0.0007453996,0.113917835,0.1446556,0.70813566,0.0008725919],"about_ca_topic_score_codex":0.000026773228,"about_ca_topic_score_gemma":0.00012989025,"teacher_disagreement_score":0.7050378,"about_ca_system_score_codex":0.00006513145,"about_ca_system_score_gemma":0.000008477036,"threshold_uncertainty_score":0.7323892},"labels":[],"label_agreement":null},{"id":"W2276078369","doi":"10.2166/wst.2005.0724","title":"Nitrification parameter measurement for plant design: experience and experimental issues with new methods","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"EnviroSim (Canada)","funders":"","keywords":"Activated sludge model; Nitrification; Activated sludge; Engineering; Wastewater; Sewage treatment; Environmental engineering; Waste management; Process engineering; Chemistry; Nitrogen","score_opus":0.05098248908439691,"score_gpt":0.305672214548762,"score_spread":0.2546897254643651,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2276078369","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9267769,0.0002220505,0.07031788,0.0018492602,0.000058692065,0.0005921114,7.534205e-7,0.00012281448,0.00005956864],"genre_scores_gemma":[0.5963581,0.000004231543,0.40329817,0.00004849249,0.000016949014,0.00011440751,9.312538e-7,0.0000070494625,0.00015164867],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983587,0.00002469206,0.000168206,0.0005942884,0.00035563353,0.00049846637],"domain_scores_gemma":[0.9994926,0.000012809464,0.00004334068,0.0003176271,0.000018439378,0.00011519528],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005664293,0.0001803012,0.00015368109,0.00017897098,0.0003050007,0.000075447104,0.0004204032,0.00007240741,0.000076943405],"category_scores_gemma":[0.00002004691,0.00010847,0.000020522726,0.00034015405,0.0010708467,0.00046139778,0.00017223907,0.000058412767,0.000051441006],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005862441,0.00006089502,0.0013885091,9.108173e-7,0.000004826421,0.0000014639877,0.0018889493,0.00006295187,0.9830972,0.00004735869,0.000102243124,0.013286087],"study_design_scores_gemma":[0.00046627215,0.0004100134,0.00018599152,0.0000056923327,0.000011295833,0.00006180649,0.00033317387,0.0009612966,0.98825085,0.00066174095,0.008472839,0.0001790308],"about_ca_topic_score_codex":0.00006110696,"about_ca_topic_score_gemma":0.0000095024025,"teacher_disagreement_score":0.33298028,"about_ca_system_score_codex":0.00022554737,"about_ca_system_score_gemma":0.000021940446,"threshold_uncertainty_score":0.4423278},"labels":[],"label_agreement":null},{"id":"W2277247601","doi":"10.2166/wst.2005.0153","title":"Reflections on uncertainty in risk assessment and risk management by the Society of Environmental Toxicology and Chemistry (SETAC) precautionary principle workgroup","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Risk and Safety Analysis","field":"Decision Sciences","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"U.S. Food and Drug Administration; European Commission; U.S. Environmental Protection Agency","keywords":"Workgroup; Ambiguity; Transparency (behavior); Precautionary principle; Scrutiny; Risk analysis (engineering); Risk assessment; Computer science; Risk management; Management science; Engineering; Business; Political science; Computer security; Law","score_opus":0.024078864627042028,"score_gpt":0.35215385493703344,"score_spread":0.32807499030999143,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2277247601","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99037355,0.00024796108,0.0013422816,0.0065466035,0.000031361957,0.00017662495,0.000025563317,0.00002331174,0.0012327365],"genre_scores_gemma":[0.9931164,0.0031152195,0.0031208573,0.000093690614,0.000008510672,0.000036150483,0.0000020526224,0.000003239455,0.0005038892],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9979396,0.00009860851,0.00041083287,0.00065459433,0.00056222256,0.00033416905],"domain_scores_gemma":[0.99904776,0.00013367609,0.00017443062,0.000569394,0.000024270854,0.000050451556],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0027153208,0.0001252215,0.00020648265,0.00026893764,0.0006143032,0.00005448609,0.0007124331,0.00013263724,0.00009646253],"category_scores_gemma":[0.00005130717,0.00007081216,0.00006682071,0.0010633309,0.0022870188,0.00018965536,0.0006548216,0.00034149256,0.00000963966],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000068470974,0.0007965895,0.3028309,0.0000080762475,0.00013630016,0.000004552129,0.0028814317,0.015863009,0.07532479,0.0031312658,0.00093642925,0.59801817],"study_design_scores_gemma":[0.0026444288,0.00085461786,0.44622922,0.00003997618,0.00028241664,0.000103359176,0.023906106,0.102482215,0.08291831,0.1614264,0.17815576,0.0009571949],"about_ca_topic_score_codex":0.000028985705,"about_ca_topic_score_gemma":0.00007506063,"teacher_disagreement_score":0.597061,"about_ca_system_score_codex":0.00019931384,"about_ca_system_score_gemma":0.000025229676,"threshold_uncertainty_score":0.8426616},"labels":[],"label_agreement":null},{"id":"W2278236305","doi":"10.2166/wst.2016.057","title":"Nitrification and denitrifying phosphorus removal in an upright continuous flow reactor","year":2016,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; University of Waterloo","funders":"University of Toronto","keywords":"Denitrifying bacteria; Nitrification; Bioreactor; Phosphorus; Enhanced biological phosphorus removal; Anoxic waters; Activated sludge; Nutrient; Sequencing batch reactor; Chemistry; Environmental chemistry; Environmental engineering; Pulp and paper industry; Biomass (ecology); Denitrification; Nitrogen; Environmental science; Sewage treatment; Ecology; Biology","score_opus":0.009270347716329964,"score_gpt":0.21759806577302035,"score_spread":0.2083277180566904,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2278236305","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99782085,0.000052335097,0.00020596244,0.0010783402,0.00009013508,0.0002067149,0.0000017870744,0.00013666211,0.00040718517],"genre_scores_gemma":[0.98929113,0.0000249213,0.010284563,0.000030499254,0.000012468093,0.000021653794,0.0000016890937,0.000010377958,0.0003227175],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99824476,0.000027082086,0.00021408987,0.0006528097,0.00025700775,0.0006042661],"domain_scores_gemma":[0.99938667,0.000011884595,0.000044659086,0.00043440837,0.000015989037,0.00010639867],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042368472,0.00016065681,0.00016536922,0.0003871724,0.00017860638,0.00005555228,0.00053676777,0.00013673479,0.00012850722],"category_scores_gemma":[0.000028083256,0.000087769564,0.000019379033,0.0007112014,0.0013631347,0.00077172526,0.00028187217,0.00009822555,0.00032189002],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017722143,0.00004433619,0.09750314,5.6337547e-7,0.0000010928563,0.000052809,0.00025146094,8.916614e-7,0.8493619,0.00008424535,0.0000058805153,0.05267593],"study_design_scores_gemma":[0.00058539666,0.00013454548,0.0120036,0.000011148823,0.0000061646024,0.00018312737,0.00010028457,0.00017870542,0.9809041,0.0029993518,0.002703546,0.00019004325],"about_ca_topic_score_codex":0.000102833175,"about_ca_topic_score_gemma":0.00008044922,"teacher_disagreement_score":0.13154216,"about_ca_system_score_codex":0.0002276319,"about_ca_system_score_gemma":0.000014971845,"threshold_uncertainty_score":0.50225264},"labels":[],"label_agreement":null},{"id":"W2278704345","doi":"10.2166/wst.2003.0149","title":"A comparitive study of ammonia-oxidizing bacteria in lab-scale industrial wastewater treatment reactors","year":2003,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"AstraZeneca (Canada)","funders":"AstraZeneca","keywords":"Nitrosomonas; Temperature gradient gel electrophoresis; Biology; Industrial wastewater treatment; Wastewater; Effluent; Bacteria; 16S ribosomal RNA; Sewage treatment; Ecology; Environmental science; Environmental engineering; Genetics; Nitrite; Nitrate","score_opus":0.0240870178030988,"score_gpt":0.2385121404797829,"score_spread":0.2144251226766841,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2278704345","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99855685,0.000006514701,0.0000012967793,0.00010797341,0.00017995834,0.00063356926,0.0000027279875,0.00006604737,0.00044504306],"genre_scores_gemma":[0.99713546,0.0000024651813,0.0025856765,0.0000061671126,0.000008570213,0.000064523454,0.000002455123,0.000013226488,0.00018145659],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99767786,0.00010124758,0.00041449635,0.00068918173,0.00035370555,0.000763516],"domain_scores_gemma":[0.9992873,0.000013068576,0.00008495567,0.00050571054,0.000013532984,0.00009542814],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043866408,0.0002648888,0.00039630706,0.00058168016,0.00017094488,0.00003920128,0.00052350224,0.00015202773,0.00020287516],"category_scores_gemma":[0.000015556689,0.00017052065,0.000046286288,0.0013228245,0.0010020862,0.00035021204,0.0003171836,0.00015489808,0.00013193555],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003398996,0.0009965106,0.2653645,7.6214013e-7,0.000009474176,0.000038479477,0.003539074,0.00003278531,0.7294613,0.00001884438,0.0000035048195,0.00050072855],"study_design_scores_gemma":[0.0021704428,0.0012499733,0.007019768,0.00000984321,0.000021367972,0.00002987934,0.0035173185,0.000018365017,0.9848328,0.00020749323,0.00072549813,0.00019722013],"about_ca_topic_score_codex":0.0011887029,"about_ca_topic_score_gemma":0.0011220743,"teacher_disagreement_score":0.25834474,"about_ca_system_score_codex":0.0005288033,"about_ca_system_score_gemma":0.000032421263,"threshold_uncertainty_score":0.69536304},"labels":[],"label_agreement":null},{"id":"W2279149270","doi":"10.2166/wst.2015.559","title":"Effect of thermal and alkaline pretreatment of giant miscanthus and Chinese fountaingrass on biogas production","year":2015,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Biofuel production and bioconversion","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Agriculture and Agri-Food Canada","funders":"","keywords":"Miscanthus; Biogas; Production (economics); Miscanthus sinensis; Biogas production; Bioenergy; Pulp and paper industry; Environmental science; Waste management; Chemistry; Business; Biofuel; Economics; Engineering; Methane; Anaerobic digestion; Organic chemistry","score_opus":0.005812186267753057,"score_gpt":0.22100677686608697,"score_spread":0.2151945905983339,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2279149270","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985682,0.00013702318,0.000024541047,0.00065961253,0.0002564871,0.00016531604,0.0000010016626,0.000083766216,0.00010404944],"genre_scores_gemma":[0.99975234,0.000028322942,0.00017143713,0.000002684456,0.000014942225,0.0000047638346,7.8706313e-7,0.000003939513,0.000020777505],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994789,0.000010349513,0.000092265065,0.00018655293,0.00010220136,0.00012976215],"domain_scores_gemma":[0.99974334,0.000003316464,0.000020168254,0.00016278704,0.000037658072,0.000032699474],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003481103,0.00008312139,0.00011700373,0.0003327948,0.00003275095,0.000005506239,0.00008324926,0.000061223975,0.000002015367],"category_scores_gemma":[0.000030518062,0.000045954683,0.000009238573,0.00031117722,0.00058632554,0.000078024386,0.00005524289,0.00005390739,0.0000022244653],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000034863522,0.000016202392,0.005267277,0.000056021196,0.000005114217,9.1627976e-7,0.00022449778,0.00010328809,0.9860718,0.000031235748,0.000010722716,0.008178036],"study_design_scores_gemma":[0.0002774781,0.00082190486,0.0008262457,0.000013189797,0.0000071067175,0.000025434045,0.000046994937,0.00088627805,0.9967584,0.00010079767,0.0001847592,0.00005141602],"about_ca_topic_score_codex":0.00001565671,"about_ca_topic_score_gemma":0.000001263219,"teacher_disagreement_score":0.01068657,"about_ca_system_score_codex":0.000028102266,"about_ca_system_score_gemma":0.0000064485243,"threshold_uncertainty_score":0.2160341},"labels":[],"label_agreement":null},{"id":"W2279288761","doi":"10.2166/wst.2005.0657","title":"Incorporating membrane gas diffusion into a membrane bioreactor for hydrogenotrophic denitrification of groundwater","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":41,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Denitrification; Nitrate; Chemistry; Bioreactor; Membrane bioreactor; Effluent; Hollow fiber membrane; Nitrogen; Membrane; Membrane reactor; Groundwater; Hydrogen; Environmental engineering; Environmental chemistry; Environmental science; Organic chemistry","score_opus":0.009048590335848825,"score_gpt":0.21934800182838332,"score_spread":0.2102994114925345,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2279288761","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9956773,0.00002122286,0.0010416593,0.002393737,0.0000789745,0.0004908135,0.0000026442667,0.00013605971,0.00015760747],"genre_scores_gemma":[0.9619049,0.000007974233,0.03773099,0.00004796029,0.000037254158,0.000080582395,0.000016051114,0.000018150491,0.0001561272],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99801517,0.000020832498,0.00039704787,0.00060998887,0.00038949857,0.0005674377],"domain_scores_gemma":[0.99920297,0.000014909885,0.00014302028,0.0005051635,0.000041802108,0.00009212592],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045782453,0.00021623223,0.00024861502,0.0004812431,0.00037324603,0.000040645147,0.0007894681,0.0001581138,0.0001317082],"category_scores_gemma":[0.000026908403,0.00014314604,0.00007559338,0.0009375243,0.0015187552,0.0005493717,0.00038394352,0.000103774815,0.00022246037],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003360859,0.00015248482,0.0030837862,0.000009556777,0.0000054405255,0.0000025798804,0.00051216676,0.00006171937,0.98870194,0.0001976253,0.0000055793953,0.007233504],"study_design_scores_gemma":[0.00054420624,0.0002559736,0.000114276096,0.0000075537428,0.000024442179,0.000038225862,0.00008488402,0.002207326,0.9923654,0.002685075,0.0014879765,0.00018465323],"about_ca_topic_score_codex":0.00017314561,"about_ca_topic_score_gemma":0.00010223371,"teacher_disagreement_score":0.036689334,"about_ca_system_score_codex":0.0002622992,"about_ca_system_score_gemma":0.000022887807,"threshold_uncertainty_score":0.58373266},"labels":[],"label_agreement":null},{"id":"W2279412971","doi":"10.2166/wst.2001.0634","title":"Effect of surface active agents on the production of biopesticides using wastewater sludge as a raw material","year":2001,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Insect Resistance and Genetics","field":"Biochemistry, Genetics and Molecular Biology","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Biopesticide; Bioassay; Raw material; Bacillus thuringiensis; Wastewater; Pulp and paper industry; Spore; Chemistry; Food science; Waste management; Biotechnology; Toxicology; Environmental science; Pesticide; Biology; Botany; Environmental engineering; Agronomy; Bacteria; Organic chemistry","score_opus":0.009458460560172662,"score_gpt":0.2639092742143153,"score_spread":0.2544508136541426,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2279412971","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99901843,0.000018829816,0.000022287755,0.0002493793,0.00028305748,0.00024334219,0.0000024589838,0.000009894399,0.00015230832],"genre_scores_gemma":[0.9996638,0.000020701866,0.000114641494,0.0000251105,0.000034461747,0.000006457301,0.0000034044433,0.000008027229,0.00012341674],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990426,0.000043693708,0.00015597002,0.0003058836,0.00016984524,0.00028204685],"domain_scores_gemma":[0.9993634,0.000005249166,0.000075697324,0.00043241083,0.000104947765,0.000018293958],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041193076,0.000116826726,0.00013751947,0.00013117558,0.000119937315,0.000013671223,0.00041353484,0.000120279175,0.000016568973],"category_scores_gemma":[0.00009867749,0.00006393036,0.000034661032,0.00032909753,0.0009878472,0.0000065101112,0.0001879739,0.000058784626,0.0000062698323],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027494947,0.00002520378,0.0007843431,0.000012058443,0.000009101791,0.0000020065777,0.0000983127,0.00033852854,0.99806523,0.000044780885,0.000010068215,0.00033538966],"study_design_scores_gemma":[0.000110522225,0.001102591,0.00013867186,0.000022227594,0.000013414265,0.00003214331,0.00007344624,0.000024843892,0.9979399,0.00010914298,0.0003562888,0.00007684502],"about_ca_topic_score_codex":0.00002468677,"about_ca_topic_score_gemma":0.0000042553856,"teacher_disagreement_score":0.0010773872,"about_ca_system_score_codex":0.000017725088,"about_ca_system_score_gemma":0.000041748946,"threshold_uncertainty_score":0.36397645},"labels":[],"label_agreement":null},{"id":"W2279732145","doi":"10.2166/wst.2001.0506","title":"Achievements of the Grand River Conservation Authority, Ontario, Canada","year":2001,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto and Region Conservation Authority","funders":"","keywords":"Geography; Environmental planning; Environmental protection","score_opus":0.007394814266743009,"score_gpt":0.1935752037261879,"score_spread":0.18618038945944487,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2279732145","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9914188,0.0000045298293,0.000120454235,0.0051115956,0.00018892433,0.00011129741,0.0000010182878,0.000023034365,0.003020375],"genre_scores_gemma":[0.99821377,0.0000024357432,0.000117489166,0.0004959843,0.0000024807994,0.0000070630535,0.0000010719458,0.0000021806502,0.0011575333],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99894714,0.000009756044,0.00015352404,0.00024956051,0.0003262774,0.00031373693],"domain_scores_gemma":[0.99963653,0.0000045992456,0.00004332589,0.00026644638,0.000015908194,0.000033203087],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025867694,0.00007771996,0.00008948804,0.00006456435,0.0003343248,0.000005654187,0.00078069506,0.000071354036,0.00089901354],"category_scores_gemma":[0.000010730815,0.000045776003,0.000014869462,0.0006845792,0.0022434709,0.00019834602,0.00022649618,0.00013729418,0.000018767454],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006158697,0.0000268272,0.97030973,0.0000013396328,0.0000020999657,0.0000051817233,0.00044329607,0.00011166144,0.028261868,0.00015003324,0.00022656374,0.00045522043],"study_design_scores_gemma":[0.0003274172,0.00007448843,0.5186985,0.0000072071693,0.00001541195,0.000024464445,0.000044318316,0.000079697755,0.38317996,0.0069732727,0.09042483,0.00015043019],"about_ca_topic_score_codex":0.6350744,"about_ca_topic_score_gemma":0.94916123,"teacher_disagreement_score":0.45161125,"about_ca_system_score_codex":0.00018561847,"about_ca_system_score_gemma":0.00015304696,"threshold_uncertainty_score":0.9843568},"labels":[],"label_agreement":null},{"id":"W2279890976","doi":"10.2166/wst.2015.213","title":"Impact of activated sludge process configuration on removal of micropollutants and estrogenicity","year":2015,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Pharmaceutical and Antibiotic Environmental Impacts","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Activated sludge; Environmental impact of pharmaceuticals and personal care products; Chemistry; Wastewater; Sewage treatment; Adsorption; Chromatography; Environmental chemistry; Environmental engineering; Environmental science; Organic chemistry","score_opus":0.025398138646550463,"score_gpt":0.31210740954372646,"score_spread":0.286709270897176,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2279890976","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979261,0.000008542278,0.000039298317,0.00024127045,0.000025762938,0.0001181057,0.000006374265,0.000023387087,0.0016111684],"genre_scores_gemma":[0.9997281,0.0000048806446,0.00020644201,0.000026496948,0.0000024006902,6.9458616e-7,7.3769326e-7,0.0000040560726,0.000026214186],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989845,0.000013346939,0.00016607865,0.00026124768,0.00027390916,0.0003009064],"domain_scores_gemma":[0.9996027,0.0000053795725,0.00007082932,0.00017458372,0.000012094698,0.00013445728],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0002312289,0.00010270379,0.00014770644,0.0001307305,0.000056167344,0.000007964444,0.00028716956,0.000071982395,0.00008610715],"category_scores_gemma":[0.00005798018,0.00006329978,0.000022908083,0.0005031123,0.0027926662,0.0002474581,0.00018501536,0.00009398418,0.000037148562],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039127743,0.00010852748,0.029154966,0.0000028107736,0.0000032051091,0.0000061560313,0.00019106925,0.0001259741,0.9670116,0.000039525385,0.0000036484337,0.0033134005],"study_design_scores_gemma":[0.0002968755,0.00048256002,0.020732604,0.000009485848,0.0000053389062,0.000085876345,0.000080656544,0.00022036822,0.9770808,0.0009064208,0.000022381297,0.000076585595],"about_ca_topic_score_codex":0.00006876642,"about_ca_topic_score_gemma":0.0000015783376,"teacher_disagreement_score":0.010069257,"about_ca_system_score_codex":0.00012282266,"about_ca_system_score_gemma":0.000025650832,"threshold_uncertainty_score":0.99992114},"labels":[],"label_agreement":null},{"id":"W2279916972","doi":"10.2166/wst.2005.0197","title":"A mesoscale model for hydrodynamics in biofilms that takes microscopic flow effects into account","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Surface Modification and Superhydrophobicity","field":"Materials Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph; University of Waterloo","funders":"","keywords":"Mesoscopic physics; Mesoscale meteorology; Flow (mathematics); Mechanics; Biofilm; Porous medium; Sensitivity (control systems); Matrix (chemical analysis); Statistical physics; Physics; Porosity; Materials science; Geotechnical engineering; Geology; Meteorology; Engineering","score_opus":0.012480639649238368,"score_gpt":0.2546498849567642,"score_spread":0.24216924530752584,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2279916972","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9655894,0.00008223495,0.029804323,0.0033769358,0.0002984867,0.00051400805,0.0000074807967,0.00026265366,0.00006449383],"genre_scores_gemma":[0.9446248,0.0000056748736,0.054694783,0.00027457255,0.000014579993,0.00017873892,0.0000037144464,0.000014807053,0.00018837393],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9978924,0.000020970883,0.000277994,0.000751467,0.0002745818,0.0007826102],"domain_scores_gemma":[0.9991276,0.00002478714,0.000048628335,0.0006364117,0.00008507016,0.00007749094],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008045724,0.00020141772,0.00027131895,0.00072583463,0.00035168286,0.00012878864,0.0011653537,0.00021537484,0.000026422005],"category_scores_gemma":[0.000081345686,0.00014911676,0.000044123804,0.00069061393,0.0011612838,0.00053754303,0.0001996559,0.00014431053,0.00018394533],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009876229,0.00006720881,0.00087388133,0.000017099755,5.2799766e-7,0.0000012175195,0.0016079543,0.011856184,0.9841199,0.0003237122,0.000016690125,0.0011057642],"study_design_scores_gemma":[0.00024336365,0.000030108302,0.00004899813,0.000007690126,0.0000023117263,0.0000036835368,0.00008213977,0.41843003,0.5799068,0.0008856299,0.00023520089,0.0001240418],"about_ca_topic_score_codex":0.00004593525,"about_ca_topic_score_gemma":0.00030456347,"teacher_disagreement_score":0.40657383,"about_ca_system_score_codex":0.00028698656,"about_ca_system_score_gemma":0.000117798234,"threshold_uncertainty_score":0.6080805},"labels":[],"label_agreement":null},{"id":"W2282798545","doi":"10.2166/wst.2015.234","title":"Removal and transformation products of ibuprofen obtained during ozone- and ultrasound-based oxidative treatment","year":2015,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Advanced oxidation water treatment","field":"Environmental Science","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Sonication; Hydrogen peroxide; Chemistry; Ozone; Oxalic acid; Chemical oxygen demand; Hydroxyl radical; Environmental chemistry; Chromatography; Nuclear chemistry; Wastewater; Inorganic chemistry; Organic chemistry; Radical; Waste management","score_opus":0.012137319799142723,"score_gpt":0.23402037890082789,"score_spread":0.22188305910168515,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2282798545","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962573,0.000023732358,0.0012234021,0.0016001556,0.000033295513,0.0004091506,0.0000033982453,0.000085670574,0.0003638648],"genre_scores_gemma":[0.9882922,0.000011512537,0.011530599,0.000013654473,0.000003891524,0.000039304054,0.000006327079,0.0000061795163,0.00009631387],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988109,0.000020711323,0.00019365601,0.00042243808,0.00024207459,0.00031021662],"domain_scores_gemma":[0.99953055,0.000008905333,0.00006218198,0.00027541272,0.000036602993,0.00008631393],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002409939,0.0001429019,0.00015155014,0.00023820736,0.00016710506,0.000023988257,0.00017521446,0.000056876983,0.00001598344],"category_scores_gemma":[0.00004605055,0.00009402054,0.000009867786,0.00055478804,0.001537324,0.0007124197,0.00010013155,0.000047088204,0.00002119637],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004049978,0.000086314,0.015056224,0.00000882613,0.000004480429,0.000008554945,0.004402176,0.00046603617,0.9747586,0.00014652767,0.0000011002198,0.005020641],"study_design_scores_gemma":[0.0009552771,0.00036124946,0.0055513917,0.0000069657794,0.000010888932,0.000098701035,0.0007061609,0.00022589171,0.9903908,0.0012987545,0.00027826746,0.000115682626],"about_ca_topic_score_codex":0.000059464663,"about_ca_topic_score_gemma":0.000018346369,"teacher_disagreement_score":0.015632149,"about_ca_system_score_codex":0.00035042918,"about_ca_system_score_gemma":0.00002993337,"threshold_uncertainty_score":0.5664334},"labels":[],"label_agreement":null},{"id":"W2284403015","doi":"10.2166/wst.2015.101","title":"A method for determining the optimal discretization of UV lamps for emission-based fluence rate models","year":2015,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Color Science and Applications","field":"Physics and Astronomy","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Discretization; Fluence; Reflection (computer programming); Refraction; Point (geometry); Point source; Dose rate; Optics; Physics; Mathematics; Computational physics; Computer science; Mathematical analysis; Geometry","score_opus":0.03133302546848043,"score_gpt":0.32573512832124907,"score_spread":0.29440210285276863,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2284403015","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15320018,0.0000019845002,0.8437769,0.002249645,0.000025853275,0.00042151692,0.000012815633,0.000027161477,0.0002839919],"genre_scores_gemma":[0.90243953,5.4806343e-8,0.09695743,0.000035849425,0.00001702663,0.00041665646,0.000006882023,0.0000043393206,0.00012221155],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99917054,0.00001026275,0.00015742837,0.00027476705,0.00010964588,0.00027736067],"domain_scores_gemma":[0.99923563,0.00006332992,0.00007642847,0.00028544615,0.00029351347,0.00004563706],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008267054,0.000074371455,0.0001030519,0.00014410085,0.0003119368,0.00004111367,0.00068293395,0.00003189328,0.0000028868083],"category_scores_gemma":[0.000035636378,0.00004266956,0.000038639733,0.00058246194,0.00049806945,0.00021404025,0.00009731021,0.000047213798,0.000001907555],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000053264317,0.00018223996,0.005268451,0.000015038967,0.000008845311,8.4616225e-8,0.002220089,0.11868223,0.44100592,0.2910643,0.00023235295,0.14126721],"study_design_scores_gemma":[0.00021854676,0.000075910146,0.000015077719,0.0000050690805,0.000007147633,1.2633251e-7,0.0003483469,0.50954866,0.4406559,0.047381785,0.0016832305,0.000060235237],"about_ca_topic_score_codex":0.000008615895,"about_ca_topic_score_gemma":8.892756e-7,"teacher_disagreement_score":0.7492394,"about_ca_system_score_codex":0.000017138967,"about_ca_system_score_gemma":0.0001840563,"threshold_uncertainty_score":0.23991972},"labels":[],"label_agreement":null},{"id":"W2286945377","doi":"10.2166/wst.2005.0725","title":"Importance and measurement of decay rate when assessing nitrification kinetics","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"EnviroSim (Canada)","funders":"","keywords":"Nitrification; Activated sludge; Environmental science; Environmental engineering; Process (computing); Wastewater; Process engineering; Waste management; Econometrics; Chemistry; Mathematics; Computer science; Engineering; Nitrogen","score_opus":0.0172488911369157,"score_gpt":0.22969966228295616,"score_spread":0.21245077114604047,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2286945377","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99655163,0.00007019067,0.0006781992,0.001628141,0.000039222796,0.00013024022,4.7323792e-7,0.00005612076,0.00084580056],"genre_scores_gemma":[0.97756517,0.0000097065085,0.022279164,0.000032541604,0.000009303298,0.0000090702715,8.5322915e-7,0.0000056778727,0.00008853421],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987349,0.000016319374,0.00021448857,0.00035678362,0.00034269673,0.00033480418],"domain_scores_gemma":[0.9995272,0.000003494417,0.00007359248,0.00030784134,0.000033622815,0.000054205768],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006413536,0.00010852191,0.000119040786,0.00019022867,0.00013866702,0.0000394265,0.00035616534,0.000056358207,0.000078645906],"category_scores_gemma":[0.000015525326,0.000074121774,0.00001681459,0.0003972627,0.0011337314,0.00040111484,0.00021538454,0.00006381277,0.000063186366],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000026272814,0.000045266795,0.033415493,0.0000016598185,0.0000020671828,0.0000016089597,0.00018162635,0.000023839488,0.953525,0.00006373136,0.00001569121,0.012721399],"study_design_scores_gemma":[0.00017535097,0.000059618917,0.012721796,0.000005946029,0.0000108134755,0.000017199669,0.000059494203,0.00025384134,0.98384553,0.0010887624,0.0016671405,0.00009448585],"about_ca_topic_score_codex":0.000018244324,"about_ca_topic_score_gemma":0.00003829007,"teacher_disagreement_score":0.030320559,"about_ca_system_score_codex":0.00017992774,"about_ca_system_score_gemma":0.00001330977,"threshold_uncertainty_score":0.4177281},"labels":[],"label_agreement":null},{"id":"W2288615002","doi":"10.2166/wst.2015.356","title":"Preliminary evaluation of biosolids characteristics for anaerobic membrane reactors treating municipal wastewaters","year":2015,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Solar Energy Technologies Office; China Scholarship Council","keywords":"Biosolids; Volatile suspended solids; Suspended solids; Total dissolved solids; Anaerobic digestion; Total suspended solids; Mixed liquor suspended solids; Kjeldahl method; Wastewater; Chemistry; Pulp and paper industry; Aeration; Sewage treatment; Waste management; Dewatering; Environmental science; Biogas; Phosphorus; Environmental engineering; Chemical oxygen demand; Nitrogen; Activated sludge; Methane","score_opus":0.04508061612293347,"score_gpt":0.29621463275212595,"score_spread":0.2511340166291925,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2288615002","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99678606,0.000013479431,0.00031951335,0.0008151202,0.00023179718,0.0006504031,0.0000066535304,0.00026363294,0.00091334],"genre_scores_gemma":[0.9939351,0.0000046453397,0.005744769,0.000024294834,0.000011884177,0.00013630034,0.000015844204,0.00001419735,0.000112985705],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9976418,0.00004578452,0.0004434887,0.0005457647,0.0007548303,0.00056833006],"domain_scores_gemma":[0.99879104,0.000026111971,0.00019548862,0.0007463343,0.00015417761,0.00008681914],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023736327,0.00018682388,0.00026806176,0.00060659525,0.00018903805,0.000030459862,0.0010843442,0.0002056167,0.000084573774],"category_scores_gemma":[0.0007345934,0.00013768072,0.000042256306,0.0011674466,0.0022390464,0.00049714907,0.0005854053,0.00012790365,0.00007297331],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000408279,0.000062797604,0.0041554035,0.000010158543,0.0000048421,0.00000122142,0.0019313395,0.001320187,0.98081696,0.0002112833,0.00004845178,0.011396523],"study_design_scores_gemma":[0.00052365306,0.00060777075,0.0007512582,0.000014249204,0.00003799582,0.000015714613,0.0013680984,0.019840352,0.97434455,0.0017766505,0.0005349806,0.00018473061],"about_ca_topic_score_codex":0.00008608872,"about_ca_topic_score_gemma":0.00002369227,"teacher_disagreement_score":0.018520165,"about_ca_system_score_codex":0.00036657017,"about_ca_system_score_gemma":0.00007145627,"threshold_uncertainty_score":0.824986},"labels":[],"label_agreement":null},{"id":"W2289043553","doi":"10.2166/wst.2004.0831","title":"Results from the multi-species Benchmark Problem (BM3) using one-dimensional models","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"","keywords":"Heterotroph; Dilution; Biomass (ecology); Benchmark (surveying); Biofilm; Substrate (aquarium); Chemistry; Nitrification; Environmental science; Environmental engineering; Ecology; Bacteria; Biology; Nitrogen; Geology; Thermodynamics; Physics","score_opus":0.03574021258594387,"score_gpt":0.22776749172859023,"score_spread":0.19202727914264636,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2289043553","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9937976,0.000036545687,0.0011378865,0.0035495644,0.00010262401,0.00030028497,0.000021393826,0.00015524265,0.00089885615],"genre_scores_gemma":[0.8782266,0.000003253099,0.121240914,0.000113552596,0.00002430234,0.000012481924,0.0000120415425,0.000010982136,0.00035590024],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9976222,0.000021683401,0.00029230525,0.0007653077,0.00056306826,0.0007354459],"domain_scores_gemma":[0.999162,0.000017197843,0.00007001455,0.0006421535,0.00002337359,0.00008524323],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040653997,0.00021438094,0.00017145787,0.00015300528,0.0007741573,0.00008911244,0.0011386403,0.00013027246,0.00019241442],"category_scores_gemma":[0.000016428023,0.000118654316,0.00005494102,0.00083134946,0.002618898,0.0005952668,0.0010804461,0.00020334376,0.0006005254],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000032160497,0.00018439046,0.0015925465,5.988175e-7,0.000011684972,0.00002714908,0.0014824588,0.03637188,0.9591003,0.0005686488,0.00004239761,0.00058578735],"study_design_scores_gemma":[0.0012671797,0.0000966453,0.0011404004,0.000024743136,0.00002480467,0.000047083693,0.00022050558,0.006606933,0.94748235,0.041692227,0.0011128461,0.00028428697],"about_ca_topic_score_codex":0.0014847815,"about_ca_topic_score_gemma":0.00037919104,"teacher_disagreement_score":0.120103024,"about_ca_system_score_codex":0.0003840629,"about_ca_system_score_gemma":0.000045547655,"threshold_uncertainty_score":0.9649438},"labels":[],"label_agreement":null},{"id":"W2293172814","doi":"10.2166/wst.2004.0242","title":"Evaluating odour impacts from a landfilling and composting site: involving citizens in the monitoring","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Odor and Emission Control Technologies","field":"Chemical Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université de Montréal; Polytechnique Montréal","funders":"","keywords":"Yard; Nuisance; Environmental science; Waste management; Engineering; Environmental engineering; Ecology","score_opus":0.04973442851008839,"score_gpt":0.30673102107008116,"score_spread":0.25699659255999274,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2293172814","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99558526,0.0004702247,0.0009709262,0.0021367362,0.00010675124,0.00011446399,0.0000014636281,0.0005011573,0.0001129971],"genre_scores_gemma":[0.99322313,0.000024548302,0.006626656,0.00004164268,0.00005146618,0.000016711852,0.0000010687561,0.000010801765,0.0000039815527],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99843204,0.000012116174,0.00025322393,0.0003937726,0.00028426378,0.0006245773],"domain_scores_gemma":[0.99940306,0.00010748879,0.000045189445,0.00034799878,0.000050032428,0.00004625319],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00080674776,0.00015515352,0.00019644675,0.00049445394,0.00031364558,0.000113654496,0.0006832037,0.00016646608,0.0000032039438],"category_scores_gemma":[0.0009281796,0.00009451523,0.00002295436,0.0008632569,0.00035581266,0.00022061319,0.00041006037,0.00050942745,0.000009827512],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000032884614,0.000007952996,0.015664829,0.0000059695653,0.0000018732744,0.000017023312,0.0016785159,0.002136446,0.9763438,0.00027976907,3.3441063e-7,0.0038601805],"study_design_scores_gemma":[0.00068381533,0.000056353096,0.0023185587,0.00023960578,0.000008147363,0.000034549234,0.0026522968,0.015934465,0.96849626,0.00936319,0.000018322908,0.00019443445],"about_ca_topic_score_codex":0.00024773015,"about_ca_topic_score_gemma":0.0000114049235,"teacher_disagreement_score":0.013798019,"about_ca_system_score_codex":0.000118987075,"about_ca_system_score_gemma":0.000029494407,"threshold_uncertainty_score":0.3854219},"labels":[],"label_agreement":null},{"id":"W2293207666","doi":"10.2166/wst.2005.0214","title":"Removal of pharmaceutically active compounds in nitrifying–denitrifying plants","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":40,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Universidade de Santiago de Compostela; Xunta de Galicia; Public Health Agency of Canada","keywords":"Naproxen; Chemistry; Ibuprofen; Diazepam; Denitrifying bacteria; Pharmacology; Carbamazepine; Diclofenac; Activated sludge; Environmental chemistry; Chromatography; Nitrogen; Denitrification; Sewage treatment; Biochemistry; Biology; Medicine; Organic chemistry; Environmental engineering","score_opus":0.0182789629569211,"score_gpt":0.2675019597112016,"score_spread":0.2492229967542805,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2293207666","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9929411,0.000042070027,0.00003691994,0.0009282669,0.0000743946,0.00019738328,0.0000033988515,0.000091903144,0.005684579],"genre_scores_gemma":[0.9867288,0.000014644101,0.012944477,0.00007042149,0.000016893648,0.000011509819,0.0000023134178,0.000009818095,0.000201131],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9979697,0.00002708065,0.0003154607,0.0005010584,0.00043721002,0.000749475],"domain_scores_gemma":[0.99948955,0.000016547441,0.00006445591,0.0003222447,0.000015321506,0.000091855785],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041290652,0.00017931944,0.00023940002,0.00066582067,0.00016510834,0.000023272269,0.00085971714,0.00013046405,0.0002461498],"category_scores_gemma":[0.000017887236,0.00012939457,0.000042836607,0.0011244651,0.001710807,0.00050424715,0.0005680461,0.0002515429,0.0004084949],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054855624,0.00014712373,0.012661232,0.0000024678063,0.0000047721555,0.00013084828,0.00065409485,0.000086659864,0.9658223,0.00007077247,0.000013108964,0.020351777],"study_design_scores_gemma":[0.00073957065,0.00007912084,0.0017210966,0.000012017403,0.000007840656,0.00047582007,0.00019724401,0.00064253056,0.99090755,0.00088287663,0.004167708,0.00016661437],"about_ca_topic_score_codex":0.000077657285,"about_ca_topic_score_gemma":0.00007087318,"teacher_disagreement_score":0.025085272,"about_ca_system_score_codex":0.00032883853,"about_ca_system_score_gemma":0.000027170043,"threshold_uncertainty_score":0.6303539},"labels":[],"label_agreement":null},{"id":"W2294836852","doi":"10.2166/wst.2005.0504","title":"Molecular analysis of Desulfitobacterium frappieri  pcp-1 involved in reductive dehalogenation of pentachlorophenol","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Microbial bioremediation and biosurfactants","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique","funders":"","keywords":"Reductive dechlorination; Bioremediation; Pentachlorophenol; Halogenation; Clostridia; Bacteria; Chemistry; Dehalococcoides; Dehalogenase; Bioaugmentation; Firmicutes; Anaerobic bacteria; Geobacter; Environmental chemistry; Microbiology; Biochemistry; Biology; Organic chemistry; Biodegradation; Gene; 16S ribosomal RNA","score_opus":0.006346921030319756,"score_gpt":0.2178555732174672,"score_spread":0.21150865218714746,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2294836852","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99859816,0.000010361677,0.0002721451,0.00060584064,0.000045020442,0.00013635294,0.0000068455993,0.000021394075,0.0003038635],"genre_scores_gemma":[0.9982015,0.000008293031,0.0017078487,0.000054986143,0.0000028232282,0.000004039474,0.0000068148993,0.0000033248089,0.000010380948],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99873745,0.000020604888,0.00033445613,0.0003457135,0.0002811972,0.00028058578],"domain_scores_gemma":[0.99950016,0.0000042801516,0.00012527885,0.00029278893,0.00003952727,0.000037997837],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037416597,0.00009415618,0.00021046906,0.0010414975,0.00003802168,0.0000073378887,0.000533554,0.00010470264,0.00034339735],"category_scores_gemma":[0.000039726492,0.000072277515,0.000047761314,0.003913122,0.0013206349,0.00023105797,0.00025418366,0.000077557626,0.0000390547],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000871206,0.00007081155,0.06242251,0.0000011702768,0.000010621192,0.0000010600362,0.0005093671,0.0009186031,0.93403447,0.000056308676,0.0000030257695,0.0019633523],"study_design_scores_gemma":[0.0001415976,0.000046410187,0.048086446,0.0000026867356,0.000022956596,7.4288243e-7,0.0001885773,0.0008578168,0.95033056,0.00012665484,0.00011291046,0.00008262671],"about_ca_topic_score_codex":0.00013174495,"about_ca_topic_score_gemma":0.00035545797,"teacher_disagreement_score":0.016296115,"about_ca_system_score_codex":0.00018663856,"about_ca_system_score_gemma":0.000019540683,"threshold_uncertainty_score":0.48659343},"labels":[],"label_agreement":null},{"id":"W2298641615","doi":"10.2166/wst.2001.0097","title":"Peroxidase-catalyzed removal of phenols from a petroleum refinery wastewater","year":2001,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Dye analysis and toxicity","field":"Chemistry","cited_by":76,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Phenols; Chemistry; Phenol; Wastewater; Refinery; Horseradish peroxidase; Peroxidase; Pulp and paper industry; Environmental chemistry; Biodegradation; Chromatography; Waste management; Organic chemistry; Nuclear chemistry; Enzyme","score_opus":0.010828408220815688,"score_gpt":0.22530448498386438,"score_spread":0.2144760767630487,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2298641615","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9879826,0.00008929698,0.00013121091,0.0010648945,0.00005494168,0.000025428388,0.0000113480755,0.00018327424,0.010457031],"genre_scores_gemma":[0.9964239,0.000019130648,0.0010100475,0.0000349007,0.000052356954,0.00001054652,0.000018199284,0.00001364508,0.002417285],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99792457,0.000008598654,0.00039490397,0.0006415598,0.000399876,0.0006304924],"domain_scores_gemma":[0.99861413,0.000012440957,0.00010928575,0.0010706477,0.00010998986,0.00008351654],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0002931737,0.00019068112,0.00037468236,0.0005447225,0.00016172614,0.00004677781,0.0012016761,0.00021179416,0.0014489703],"category_scores_gemma":[0.000058646838,0.00012836872,0.00011129741,0.00079644826,0.0011720496,0.0002448365,0.0004921212,0.00022122389,0.00019417878],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018384628,0.000083187006,0.0038275984,0.00000562225,0.000019172143,0.000105113366,0.00014852452,0.000012014917,0.9936167,0.0002561233,0.000017864138,0.0018896958],"study_design_scores_gemma":[0.00032929832,0.000019242816,0.000081320155,0.000020568295,0.00003111162,0.000095226984,0.00026108418,0.0004700979,0.98838466,0.0029057215,0.007224839,0.00017682827],"about_ca_topic_score_codex":0.00022259643,"about_ca_topic_score_gemma":0.00003409581,"teacher_disagreement_score":0.008441315,"about_ca_system_score_codex":0.00006784379,"about_ca_system_score_gemma":0.00004892067,"threshold_uncertainty_score":0.99946386},"labels":[],"label_agreement":null},{"id":"W2301546665","doi":"10.2166/wst.2015.481","title":"Removal of endocrine disrupting compounds from wastewater using polymer particles","year":2015,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Analytical chemistry methods development","field":"Chemistry","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"NIP; Bisphenol A; Wastewater; Chemistry; Adsorption; Environmental chemistry; Organic matter; Pulp and paper industry; Waste management; Environmental science; Organic chemistry; Environmental engineering; Materials science; Epoxy; Composite material","score_opus":0.05334234090385297,"score_gpt":0.3133110085735643,"score_spread":0.25996866766971133,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2301546665","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99411345,0.000099789,0.0024895545,0.00055180385,0.00007050422,0.00002392307,0.000003999953,0.00013707939,0.0025099241],"genre_scores_gemma":[0.92002314,9.1327104e-7,0.079572305,0.000017304586,0.00003834131,0.0000034115149,0.0000037132372,0.000012327391,0.00032853562],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99806184,0.000011703814,0.00039911858,0.00047375596,0.00042242327,0.00063114555],"domain_scores_gemma":[0.99903417,0.000026347523,0.00008997844,0.0005498614,0.00014012532,0.0001595075],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039553802,0.0001655148,0.0002761078,0.00017659245,0.00010384439,0.00003451606,0.00076451694,0.00011222858,0.00014513313],"category_scores_gemma":[0.00018911589,0.000118984,0.00003961483,0.0005148901,0.001536417,0.00015681286,0.00077284843,0.00018630737,0.000023227385],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011916847,0.00003264782,0.004414576,0.000010682182,0.000010026767,0.00008257568,0.0003289986,0.000010242829,0.9937848,0.00015956443,0.0000023224002,0.0011516397],"study_design_scores_gemma":[0.00028248492,0.0000103419925,0.000009016586,0.000027492651,0.000018262479,0.00024905885,0.0008549987,0.00244081,0.99175084,0.0034784726,0.0007088756,0.00016934732],"about_ca_topic_score_codex":0.000094117146,"about_ca_topic_score_gemma":0.0000016383154,"teacher_disagreement_score":0.07708275,"about_ca_system_score_codex":0.00017656227,"about_ca_system_score_gemma":0.00012308553,"threshold_uncertainty_score":0.5660992},"labels":[],"label_agreement":null},{"id":"W2301782318","doi":"10.2166/wst.2003.0072","title":"A GIS-based modeling system for petroleum waste management","year":2003,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Atmospheric and Environmental Gas Dynamics","field":"Environmental Science","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Geographic information system; Environmental remediation; Petroleum; Component (thermodynamics); Environmental science; Contamination; Groundwater contamination; Information system; Groundwater; Computer science; Engineering; Geology; Remote sensing","score_opus":0.005971178539281777,"score_gpt":0.18981229348097173,"score_spread":0.18384111494168995,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2301782318","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47330374,0.000008825032,0.5207126,0.0002122407,0.00015246683,0.00026654903,5.6742147e-7,0.00015720571,0.0051858034],"genre_scores_gemma":[0.92384946,0.000002505295,0.07522715,0.00009410171,0.000005199466,0.00013320285,8.7669923e-7,0.000016422035,0.00067107735],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980638,0.000011763138,0.00021509666,0.0006190457,0.0003345753,0.00075571245],"domain_scores_gemma":[0.99935997,0.0000039998467,0.000040228708,0.00050008006,0.0000052081846,0.0000905412],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004741996,0.00017650236,0.0001524425,0.00007363485,0.0004217282,0.000034803114,0.00069453585,0.00009565554,0.000061809755],"category_scores_gemma":[0.0000066258644,0.00013254615,0.000052021278,0.00051493535,0.00074630755,0.00018384971,0.00028258955,0.0000943448,0.00017058129],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008908028,0.00005192009,0.0029247038,0.000019182791,0.000004002724,0.00001017555,0.00006564477,0.97169363,0.018378625,0.004906178,0.00001027205,0.0019267813],"study_design_scores_gemma":[0.0005102075,0.00012295567,0.000021312258,0.000014501978,0.000018809846,0.000021133126,0.0015625162,0.9486299,0.042965677,0.0015105341,0.00434679,0.0002756573],"about_ca_topic_score_codex":0.000016926526,"about_ca_topic_score_gemma":0.00000384079,"teacher_disagreement_score":0.45054573,"about_ca_system_score_codex":0.0006153867,"about_ca_system_score_gemma":0.000008739526,"threshold_uncertainty_score":0.5405075},"labels":[],"label_agreement":null},{"id":"W2304591098","doi":"10.2166/wst.2005.0735","title":"Chemical phosphorus removal model based on equilibrium chemistry","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Phosphorus and nutrient management","field":"Environmental Science","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"EnviroSim (Canada)","funders":"","keywords":"Effluent; Chemistry; Phosphate; Precipitation; Phosphorus; Solubility; Adsorption; Solubility equilibrium; Ferric; Dissociation (chemistry); Chemical equilibrium; Environmental chemistry; Environmental engineering; Environmental science; Inorganic chemistry; Meteorology; Organic chemistry","score_opus":0.005809258044665391,"score_gpt":0.20556761136373058,"score_spread":0.1997583533190652,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2304591098","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.950144,0.000016190874,0.0015888822,0.006500568,0.0000683037,0.0001622552,0.0000019077252,0.00029027113,0.04122761],"genre_scores_gemma":[0.991308,0.0000042313004,0.006306326,0.0008740103,0.000021608406,0.000030056068,0.0000024464703,0.0000133548565,0.0014399774],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99753106,0.000004238562,0.00021091673,0.0008006712,0.0006006901,0.0008524513],"domain_scores_gemma":[0.99901587,0.0000051541015,0.000041836825,0.0007870861,0.000011850361,0.00013823205],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0003897358,0.0001990625,0.00015286068,0.00012968134,0.00017203507,0.000047787355,0.0013454269,0.00014169932,0.0006371853],"category_scores_gemma":[0.000028104603,0.00014868655,0.000051204526,0.00087695924,0.0015565993,0.0002544142,0.00097085146,0.00022687079,0.00109666],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030368481,0.00018499882,0.0006216066,0.000002564579,0.0000012728807,0.000017272594,0.000057869172,0.024100913,0.9593558,0.00025861556,0.001068786,0.014299946],"study_design_scores_gemma":[0.00022329099,0.00002869748,0.000018538734,0.0000045733254,0.000003549853,0.0000090252,0.000009616709,0.24598336,0.7234054,0.0009500339,0.029192863,0.00017102507],"about_ca_topic_score_codex":0.00001160662,"about_ca_topic_score_gemma":7.59497e-7,"teacher_disagreement_score":0.23595037,"about_ca_system_score_codex":0.00046841477,"about_ca_system_score_gemma":0.000024976378,"threshold_uncertainty_score":0.9996811},"labels":[],"label_agreement":null},{"id":"W2306632141","doi":"10.2166/wst.2005.0662","title":"Hydrogen-dependent denitrification in an alternating anoxic-aerobic SBR membrane bioreactor","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Anoxic waters; Denitrification; Membrane bioreactor; Chemistry; Filtration (mathematics); Bioreactor; Nitrate; Biomass (ecology); Membrane reactor; Organic matter; Effluent; Membrane; Sequencing batch reactor; Volatile suspended solids; Pulp and paper industry; Chromatography; Environmental chemistry; Environmental engineering; Wastewater; Nitrogen; Chemical oxygen demand; Environmental science; Ecology; Biochemistry; Biology; Organic chemistry","score_opus":0.011108973366297053,"score_gpt":0.23454059797056748,"score_spread":0.22343162460427043,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2306632141","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979311,0.000023872028,0.000060388393,0.0009949888,0.00007322935,0.00025180323,0.0000012519185,0.00019403938,0.00046929234],"genre_scores_gemma":[0.9933819,0.00000846311,0.006236091,0.000068005604,0.000032968514,0.00003768764,0.000007176107,0.000014774515,0.00021291869],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9977721,0.000030529558,0.0002996866,0.0007304186,0.00041888963,0.00074837916],"domain_scores_gemma":[0.9992364,0.000005924996,0.000066284796,0.0005608928,0.0000140287575,0.00011647331],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0005032122,0.00019711125,0.00016565187,0.000605158,0.00022617161,0.00007517787,0.0010692865,0.00013166865,0.0003418531],"category_scores_gemma":[0.000013068473,0.00014360095,0.00003189486,0.0010182104,0.0007763218,0.0011259438,0.0003553609,0.00017237043,0.0011042305],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000073920683,0.00013714374,0.033387884,8.549606e-7,0.0000016948293,0.000020764184,0.0004992013,0.00041446878,0.9588682,0.000050036648,0.0000019862005,0.0066103484],"study_design_scores_gemma":[0.00039035556,0.00010082847,0.0014211695,0.0000050686754,0.0000060736807,0.00008831672,0.00013468739,0.00203878,0.99483955,0.00037570344,0.00040363517,0.00019583663],"about_ca_topic_score_codex":0.000174034,"about_ca_topic_score_gemma":0.00046059577,"teacher_disagreement_score":0.03597132,"about_ca_system_score_codex":0.00046068587,"about_ca_system_score_gemma":0.000017817234,"threshold_uncertainty_score":0.99967355},"labels":[],"label_agreement":null},{"id":"W2308898970","doi":"10.2166/wst.2004.0186","title":"Spectroscopic evidence of silica-lignin complexes: implications for treatment of non-wood pulp wastewater","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Lignin and Wood Chemistry","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"U.S. Environmental Protection Agency","keywords":"Lignin; Black liquor; Solubility; Chemistry; Pulp (tooth); Organic chemistry; Aqueous solution; Chemical engineering","score_opus":0.018467788492148175,"score_gpt":0.2736519444499037,"score_spread":0.2551841559577555,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2308898970","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9968906,0.00017647118,0.0014030723,0.00080999883,0.000066404864,0.0002657464,0.000007747577,0.00014501823,0.0002349265],"genre_scores_gemma":[0.9936377,0.000044121505,0.006137604,0.000004635741,0.000015294525,0.00010671652,0.0000024576063,0.000010214424,0.000041281153],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990586,0.000001385844,0.00024707487,0.00024501528,0.000085043444,0.00036290174],"domain_scores_gemma":[0.99934363,0.0000126635105,0.000032456985,0.0004998525,0.000069291484,0.00004208986],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006657252,0.00012358108,0.00022626654,0.00023715572,0.00006224821,0.000009740005,0.0004928225,0.00008862403,0.0000031016325],"category_scores_gemma":[0.000008071676,0.0000883481,0.000048308873,0.00044419488,0.00058682857,0.00011015209,0.000054599514,0.000033427863,0.000008954493],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000001183101,0.000048986094,0.00033859082,0.000053891752,0.000007164817,2.8466852e-7,0.00034734243,0.00020390154,0.99831474,0.00045917675,0.000015619107,0.00020914449],"study_design_scores_gemma":[0.0003289563,0.000351731,0.000057808702,0.000053117008,0.000012719333,0.000008271502,0.00008843509,0.000052523366,0.99436694,0.0044789044,0.00010769424,0.00009290566],"about_ca_topic_score_codex":0.000013844669,"about_ca_topic_score_gemma":0.0000034797802,"teacher_disagreement_score":0.0047345315,"about_ca_system_score_codex":0.00014213014,"about_ca_system_score_gemma":0.000047698642,"threshold_uncertainty_score":0.3602731},"labels":[],"label_agreement":null},{"id":"W2311060385","doi":"10.2166/wst.2015.447","title":"Chemical pretreatment of combined sewer overflows for improved UV disinfection","year":2015,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; Environment and Climate Change Canada","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Alum; Flocculation; Turbidity; Chemistry; Ferric; Settling; Cationic polymerization; Wastewater; Total suspended solids; Nuclear chemistry; Water treatment; Environmental engineering; Pulp and paper industry; Chemical oxygen demand; Environmental science; Inorganic chemistry; Polymer chemistry; Organic chemistry; Geology","score_opus":0.011995483991603358,"score_gpt":0.2257854872982327,"score_spread":0.21379000330662934,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2311060385","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9823638,0.0000056659314,0.012931399,0.0013970607,0.000295369,0.0006469402,0.0000052084606,0.00018386939,0.0021706936],"genre_scores_gemma":[0.9945731,7.828897e-7,0.0045981747,0.00003915848,0.000009439571,0.00011483175,0.0000059070258,0.0000082872275,0.00065029063],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987047,0.0000075065736,0.00019595282,0.00041943838,0.00022000991,0.00045243133],"domain_scores_gemma":[0.99936587,0.0000063743096,0.00005814059,0.00044783618,0.00003578991,0.000085974636],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034662016,0.000121603334,0.00014604986,0.00022024765,0.00012006194,0.000019805513,0.00050255214,0.00008793764,0.00006705461],"category_scores_gemma":[0.000056911817,0.00008656583,0.000040527317,0.0006832955,0.0013432023,0.0003367034,0.0006119171,0.00006416938,0.00010745352],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037575704,0.00026415044,0.024704743,0.000004940847,0.000010041885,7.4360685e-7,0.0004274947,0.00015418167,0.969809,0.0010165866,0.0012696502,0.0023008755],"study_design_scores_gemma":[0.0010107773,0.00053688127,0.0012807947,0.0000041864632,0.000028878208,0.0000058273663,0.00008275864,0.0047274996,0.9733036,0.008486635,0.010345268,0.00018688267],"about_ca_topic_score_codex":0.000105564264,"about_ca_topic_score_gemma":0.000020495643,"teacher_disagreement_score":0.023423947,"about_ca_system_score_codex":0.000489897,"about_ca_system_score_gemma":0.000017826587,"threshold_uncertainty_score":0.4949085},"labels":[],"label_agreement":null},{"id":"W2311610151","doi":"10.2166/wst.2015.615","title":"A clinoptilolite-PDMS mixed-matrix membrane for high temperature water softening","year":2015,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation and Gas Transport","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Helmholtz-Alberta Initiative; Canada Research Chairs; University of Alberta","keywords":"Membrane; Clinoptilolite; Polydimethylsiloxane; Materials science; Chemical engineering; Matrix (chemical analysis); Zeolite; Chromatography; Composite material; Chemistry; Organic chemistry","score_opus":0.011855175352026327,"score_gpt":0.24499693161474204,"score_spread":0.23314175626271572,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2311610151","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9914229,0.00008003178,0.0032914008,0.0019165192,0.0012381746,0.0003450643,0.000009461259,0.0012355872,0.0004608504],"genre_scores_gemma":[0.994297,0.000008435006,0.004588455,0.00011729704,0.00008709551,0.00008604913,0.000039165636,0.000030237421,0.00074621505],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99816287,0.0000070705523,0.0003228669,0.00041878858,0.00026974553,0.00081867137],"domain_scores_gemma":[0.999174,0.0000073269557,0.000015971867,0.00044326368,0.0001980228,0.00016141121],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00062422815,0.00021874109,0.00026650354,0.00068888126,0.00018157632,0.00009034172,0.0006284278,0.0002695883,0.000033485754],"category_scores_gemma":[0.00002483621,0.00013844972,0.000050746752,0.0005462646,0.00040221776,0.00039005355,0.00005907963,0.00024940353,0.00018594528],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016573864,0.000015941545,0.000113653536,0.000042631793,0.000009008325,0.000012639882,0.00075696886,0.01035093,0.9857633,0.001981451,0.0003839941,0.0005529092],"study_design_scores_gemma":[0.0005757898,0.00009529069,0.000012348839,0.0000105182335,0.000012469889,0.00003738995,0.00013355783,0.0024381578,0.970892,0.0018672482,0.023683393,0.00024184147],"about_ca_topic_score_codex":0.00000570697,"about_ca_topic_score_gemma":0.000011250211,"teacher_disagreement_score":0.0232994,"about_ca_system_score_codex":0.0000644391,"about_ca_system_score_gemma":0.000043122694,"threshold_uncertainty_score":0.5645815},"labels":[],"label_agreement":null},{"id":"W2311709439","doi":"10.2166/wst.2015.609","title":"Evaluation of the applicability of the SWAT model in an arid piedmont plain oasis","year":2015,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrology and Watershed Management Studies","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"National Natural Science Foundation of China","keywords":"Hydrology (agriculture); Watershed; Soil and Water Assessment Tool; Alluvial plain; SWAT model; Environmental science; Arid; Coastal plain; Water balance; Ridge; Geology; Streamflow; Geography; Drainage basin","score_opus":0.03449447549898918,"score_gpt":0.2659777937884857,"score_spread":0.2314833182894965,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2311709439","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9933898,0.0000063651237,0.00026241475,0.0032489263,0.00006597148,0.00038611388,8.5928167e-7,0.000016374868,0.0026231986],"genre_scores_gemma":[0.9996667,8.9394473e-7,0.0001751436,0.00006996614,0.0000014701792,0.000054183332,1.4326312e-7,0.000002173348,0.000029309656],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998523,0.000096313874,0.00019500479,0.00030681674,0.0006218232,0.00025701735],"domain_scores_gemma":[0.9991728,0.0000053361723,0.00006650791,0.00069198414,0.000041997366,0.0000213475],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0038588513,0.000075773496,0.00011668707,0.000098164055,0.0001439525,0.0000041265193,0.0011873096,0.00007172813,0.0000150949045],"category_scores_gemma":[0.0001169657,0.000035622492,0.000023569264,0.0007611003,0.003615093,0.00017818075,0.0013568933,0.00011001381,0.000010376679],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000145251215,0.00020740616,0.65738463,0.000004086434,0.000004942548,2.025872e-7,0.0044550444,0.24836013,0.082586944,0.0014141044,0.000049077447,0.0055188932],"study_design_scores_gemma":[0.00056474487,0.000119286946,0.109779656,0.000007417412,0.000048571816,0.0000016186772,0.0009921314,0.22676486,0.45021793,0.21121909,0.0001428848,0.00014182164],"about_ca_topic_score_codex":0.00016424514,"about_ca_topic_score_gemma":0.0008137552,"teacher_disagreement_score":0.547605,"about_ca_system_score_codex":0.00018784728,"about_ca_system_score_gemma":0.000033188262,"threshold_uncertainty_score":0.9990965},"labels":[],"label_agreement":null},{"id":"W2312204132","doi":"10.2166/wst.2012.895","title":"Single-objective vs. multi-objective autocalibration in modelling total suspended solids and phosphorus in a small agricultural watershed with SWAT","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrology and Watershed Management Studies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Soil and Water Assessment Tool; Calibration; Watershed; SWAT model; Environmental science; Total suspended solids; Water quality; Statistics; Environmental engineering; Hydrology (agriculture); Computer science; Mathematics; Engineering; Streamflow; Ecology; Drainage basin; Wastewater; Geotechnical engineering; Geography; Machine learning","score_opus":0.012851278210097718,"score_gpt":0.20237872407852442,"score_spread":0.1895274458684267,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2312204132","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9941939,0.000024794475,0.0032738743,0.00095891696,0.00008108699,0.00046986216,5.3775597e-7,0.0001045855,0.00089245365],"genre_scores_gemma":[0.9965138,0.000008353643,0.003150038,0.00007707482,0.0000074997934,0.00009426784,0.0000026065447,0.000008808204,0.00013756282],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9979698,0.000044764965,0.00022590917,0.000612307,0.00016587815,0.00098135],"domain_scores_gemma":[0.999666,0.0000122567735,0.000049955717,0.00018905284,0.000013002009,0.00006973505],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050097035,0.00022992825,0.00024761015,0.00043859237,0.00026803347,0.000041783696,0.0002899413,0.00015413699,0.000020695297],"category_scores_gemma":[0.000015484831,0.00013957424,0.000017927285,0.000965154,0.0016973338,0.0010120589,0.00068408565,0.00026485577,0.00004035545],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018204907,0.00045100812,0.8557136,0.000008644024,0.000017322105,0.00005060224,0.029170236,0.034823447,0.077732585,0.00058718404,0.0000055883525,0.0012577074],"study_design_scores_gemma":[0.002697616,0.00094643404,0.28054294,0.000042624353,0.00003469173,0.00017021793,0.0070961392,0.04705673,0.65715903,0.0031944066,0.00010365875,0.0009555135],"about_ca_topic_score_codex":0.000515953,"about_ca_topic_score_gemma":0.00077296403,"teacher_disagreement_score":0.5794264,"about_ca_system_score_codex":0.0003407399,"about_ca_system_score_gemma":0.0000069708153,"threshold_uncertainty_score":0.6253897},"labels":[],"label_agreement":null},{"id":"W2312521539","doi":"10.2166/wst.2012.403","title":"Odour assessment: determining the optimum temperature and time for Tedlar sampling bag pre-conditioning","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Odor and Emission Control Technologies","field":"Chemical Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Process Research Ortech (Canada)","funders":"","keywords":"Olfactometry; Conditioning; Dilution; Environmental science; Environmental chemistry; Chemistry; Chromatography; Waste management; Pulp and paper industry; Gas chromatography; Mathematics","score_opus":0.017255076014168643,"score_gpt":0.27801324126180654,"score_spread":0.2607581652476379,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2312521539","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9810298,0.0001349599,0.015203859,0.0019899143,0.00018897782,0.00028957086,0.0000063894913,0.00083807,0.00031843243],"genre_scores_gemma":[0.98035127,0.0000048905367,0.019144062,0.00007722984,0.00006954968,0.000094079434,0.0000050449617,0.000016614973,0.00023722945],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985809,0.000006494231,0.0001889981,0.00032021513,0.0001569087,0.00074649823],"domain_scores_gemma":[0.9993632,0.00008611011,0.000043241682,0.0003622079,0.00007724291,0.00006802345],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00057638384,0.00016357328,0.0001840338,0.00031608925,0.00066836656,0.000110051405,0.0006323499,0.00025267678,0.000022623184],"category_scores_gemma":[0.00033555517,0.0000949526,0.000035666148,0.0003182086,0.00057127164,0.00042190717,0.00038428453,0.00037423102,0.000010667971],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000028212698,0.000012692662,0.0023743107,0.000009699729,0.0000058244686,3.1217937e-7,0.00013940118,0.00020744775,0.9896142,0.0033999626,0.000034672616,0.0041986825],"study_design_scores_gemma":[0.0005383006,0.00009087124,0.0011686588,0.00005080615,0.000029132927,0.000039838385,0.00026448225,0.028158072,0.9596369,0.0027458065,0.006957411,0.0003196684],"about_ca_topic_score_codex":0.0000011379761,"about_ca_topic_score_gemma":1.1824305e-7,"teacher_disagreement_score":0.029977221,"about_ca_system_score_codex":0.000057883368,"about_ca_system_score_gemma":0.00002016985,"threshold_uncertainty_score":0.51406026},"labels":[],"label_agreement":null},{"id":"W2312662113","doi":"10.2166/wst.2011.462","title":"Wastewater as a resource: a unique approach to achieving energy sustainability","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water-Energy-Food Nexus Studies","field":"Environmental Science","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydromantis Environmental Software Solutions (Canada)","funders":"","keywords":"Wastewater; Anaerobic digestion; Waste management; Environmental science; Resource recovery; Sewage treatment; Reuse; Energy recovery; Slurry; Bioreactor; Organic matter; Environmental engineering; Methane; Chemistry; Engineering; Energy (signal processing)","score_opus":0.01114766800961463,"score_gpt":0.20535429185970044,"score_spread":0.1942066238500858,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2312662113","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7056233,0.000017001365,0.0038850128,0.0034428826,0.00010399556,0.00031139285,0.0000022069955,0.0005599077,0.28605425],"genre_scores_gemma":[0.99208796,0.0000010782506,0.0044861445,0.00056021527,0.000017372424,0.00022966863,0.0000013666764,0.000026301173,0.0025898886],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9961845,0.000078398436,0.00035061478,0.0013325956,0.0005265316,0.0015273049],"domain_scores_gemma":[0.9983972,0.000010434644,0.000058202604,0.0012296771,0.00005780322,0.00024668756],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00083478336,0.0003339185,0.0003140496,0.00067492976,0.00071679533,0.000051369458,0.00213807,0.000211882,0.00017054299],"category_scores_gemma":[0.00012578811,0.00022573675,0.00006204509,0.0020721206,0.0033834416,0.00046122525,0.004549731,0.0002235179,0.00022755296],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018659548,0.0011324562,0.018052083,0.000039834253,0.00004036883,0.00016601397,0.028065957,0.0005755598,0.6021376,0.3268935,0.0014556601,0.02125437],"study_design_scores_gemma":[0.0001598769,0.00043381704,0.0010063566,0.000007909669,0.000010598682,0.00010488763,0.0028869275,0.000102839476,0.7928066,0.1718608,0.030154938,0.00046444987],"about_ca_topic_score_codex":0.0019516484,"about_ca_topic_score_gemma":0.00015189519,"teacher_disagreement_score":0.2864646,"about_ca_system_score_codex":0.0006765732,"about_ca_system_score_gemma":0.00004514554,"threshold_uncertainty_score":0.9993288},"labels":[],"label_agreement":null},{"id":"W2312839808","doi":"10.2166/wst.2011.760","title":"Application of nitrogen and phosphorus criteria for streams in agricultural landscapes","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Soil and Water Nutrient Dynamics","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of New Brunswick; Agriculture and Agri-Food Canada; Environment and Climate Change Canada","funders":"U.S. Environmental Protection Agency","keywords":"Ecoregion; Eutrophication; Environmental science; Water quality; Agriculture; Aquatic ecosystem; STREAMS; Nutrient; Environmental resource management; Nonpoint source pollution; Watershed; Baseline (sea); Phosphorus; Environmental protection; Business; Environmental economics; Ecology; Computer science; Biology","score_opus":0.0072313145125353995,"score_gpt":0.2098215165230163,"score_spread":0.20259020201048092,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2312839808","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99848896,0.000015569305,0.00060004473,0.0001451578,0.000032960907,0.00018420246,0.0000028044797,0.000033412693,0.0004968731],"genre_scores_gemma":[0.9973077,0.0000065232825,0.0025988296,0.000011281924,0.000002827322,0.000057304966,0.0000029365974,0.000002743622,0.0000098628025],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99927896,0.0000036662657,0.00012672621,0.00025801547,0.00008368447,0.0002489264],"domain_scores_gemma":[0.9997817,0.0000034162358,0.00003039418,0.00014484757,0.000011453742,0.000028140836],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015658067,0.000068406305,0.00009111539,0.000121786405,0.00006037804,0.000007827079,0.0003118834,0.00006166082,0.000007898518],"category_scores_gemma":[0.0000072543025,0.00004199655,0.000012156608,0.00040595036,0.0005671937,0.00016807146,0.00021070612,0.000037126683,0.000011912072],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010659038,0.000043106447,0.929951,0.0000030393517,7.151165e-7,4.3341825e-7,0.000889449,0.0000052513246,0.05703934,0.0006512316,0.0000049334963,0.011400835],"study_design_scores_gemma":[0.00040437107,0.00020125318,0.117729194,0.0000056743606,0.0000063912594,0.000014721319,0.00056880154,0.0036586237,0.7690204,0.107730545,0.0004968232,0.00016324369],"about_ca_topic_score_codex":0.0002208795,"about_ca_topic_score_gemma":0.000029286175,"teacher_disagreement_score":0.8122218,"about_ca_system_score_codex":0.000032945678,"about_ca_system_score_gemma":0.0000027221342,"threshold_uncertainty_score":0.2089849},"labels":[],"label_agreement":null},{"id":"W2313940792","doi":"10.2166/wst.2013.562","title":"Improving calibration of two key parameters in Hydrologic Engineering Center hydrologic modelling system, and analysing the influence of initial loss on flood peak flows","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrology and Watershed Management Studies","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of the Environment, Conservation and Parks","funders":"U.S. Army Corps of Engineers; National Natural Science Foundation of China","keywords":"Flood myth; Hydrograph; Environmental science; Calibration; Watershed; Hydrology (agriculture); Hydrological modelling; Return period; HEC-HMS; Flood forecasting; Meteorology; Climatology; Geology; Statistics; Geotechnical engineering; Mathematics; Geography; Computer science","score_opus":0.007087303973425458,"score_gpt":0.20291733900740436,"score_spread":0.1958300350339789,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2313940792","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9942783,0.0000104218,0.0046545006,0.0005807431,0.000045390858,0.00028788383,7.073173e-7,0.00005265402,0.00008940422],"genre_scores_gemma":[0.99878955,0.0000069151024,0.0010801402,0.000071177965,0.0000033058072,0.000041085535,6.503423e-7,0.000005027004,0.0000021300273],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99853563,0.00004477771,0.00035150818,0.000416847,0.00020316715,0.00044807],"domain_scores_gemma":[0.99950725,0.000033458116,0.00011086985,0.00030673656,0.000013779325,0.000027934982],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006459373,0.00015236261,0.00024055531,0.0004390264,0.00017182516,0.000022632645,0.0005225463,0.00009337645,0.000006487529],"category_scores_gemma":[0.000037324015,0.00009142202,0.000027563749,0.0006559184,0.0013626785,0.0004509415,0.0006121183,0.00019052635,0.000009939087],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000066759217,0.00002234773,0.04089446,0.000015453195,0.0000063410866,0.0000047498506,0.00054486236,0.87353987,0.08461676,0.00020962166,2.4929045e-7,0.00013861002],"study_design_scores_gemma":[0.0002538411,0.00015601491,0.0016446922,0.000024622987,0.000014408936,0.000009402413,0.00014314424,0.9291807,0.06752289,0.0009384953,0.0000020550128,0.00010976654],"about_ca_topic_score_codex":0.00070378673,"about_ca_topic_score_gemma":0.000033995966,"teacher_disagreement_score":0.05564079,"about_ca_system_score_codex":0.000064883505,"about_ca_system_score_gemma":0.000004219533,"threshold_uncertainty_score":0.5020846},"labels":[],"label_agreement":null},{"id":"W2313949321","doi":"10.2166/wst.2014.122","title":"Improving sediment removal in standard stormwater sumps","year":2014,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Stormwater; Sediment; Surface runoff; Environmental science; Hydrology (agriculture); Environmental engineering; Drainage; Geotechnical engineering; Geology; Geomorphology","score_opus":0.005810476486896864,"score_gpt":0.20169432465138132,"score_spread":0.19588384816448445,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2313949321","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9751669,0.000007653234,0.01096607,0.0026685784,0.0003411785,0.00028474454,0.0000012326022,0.00029321917,0.010270433],"genre_scores_gemma":[0.99265325,0.000001413437,0.005897075,0.00021458074,0.000018812285,0.0000398466,0.0000015434493,0.000013546717,0.001159929],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9973774,0.000031342388,0.00028348152,0.0007374007,0.0005536629,0.0010167412],"domain_scores_gemma":[0.999128,0.0000066570456,0.000050934796,0.0007069879,0.000014333582,0.00009311707],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0013369302,0.00018209804,0.00018179255,0.0007124356,0.00032783925,0.00007002338,0.0011309732,0.000104344064,0.0004594184],"category_scores_gemma":[0.000044484084,0.00013315101,0.000030618437,0.00118904,0.0017216229,0.00063345087,0.001566516,0.00022325582,0.0011539097],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028002389,0.00013336026,0.16414765,0.000011993136,0.0000052807586,0.00006582653,0.0016481956,0.0013844987,0.79006606,0.0040877736,0.0010635924,0.037357792],"study_design_scores_gemma":[0.0013842077,0.0005528845,0.01475143,0.000023962033,0.000021377979,0.00008272024,0.00037832162,0.009599739,0.6193035,0.012956014,0.34001294,0.0009329035],"about_ca_topic_score_codex":0.0003808149,"about_ca_topic_score_gemma":0.00032853594,"teacher_disagreement_score":0.33894932,"about_ca_system_score_codex":0.00085290335,"about_ca_system_score_gemma":0.0000151821605,"threshold_uncertainty_score":0.99962384},"labels":[],"label_agreement":null},{"id":"W2314989036","doi":"10.2166/wst.2011.059","title":"Reducing CSOs and giving the river back to the public: innovative combined sewer overflow control and riverbanks restoration of the St Charles River in Quebec City","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Combined sewer; Recreation; Bay; Sanitary sewer; Work (physics); Effluent; Hydrology (agriculture); Environmental science; Water resource management; Engineering; Environmental engineering; Civil engineering; Surface runoff; Stormwater; Law; Political science; Ecology","score_opus":0.016074612445464678,"score_gpt":0.20198105932192179,"score_spread":0.1859064468764571,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2314989036","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98725456,0.000013034079,0.0009203916,0.010340157,0.0001229051,0.00063529116,0.0000049128234,0.00003515956,0.00067356],"genre_scores_gemma":[0.99874663,0.0000037637135,0.00039548287,0.0003170787,0.000006705854,0.00003828462,2.961787e-7,0.0000060740094,0.00048568382],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99865746,0.0000782235,0.00021246116,0.00039629833,0.00027688465,0.0003786574],"domain_scores_gemma":[0.9992463,0.000023617145,0.00009700475,0.00055351126,0.000046774763,0.000032805412],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00090375746,0.00012547158,0.00012611672,0.00022385814,0.0005173432,0.00005724114,0.000914638,0.00006709033,0.000071193565],"category_scores_gemma":[0.000107231244,0.00005994744,0.000014356563,0.0016258595,0.005421096,0.00070641655,0.0014159773,0.00020366299,0.000031709624],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026466376,0.00008670859,0.89419615,0.0000056211497,0.000014390151,0.000002099037,0.034643978,0.00008317692,0.057065323,0.008494145,0.0012306747,0.0041512656],"study_design_scores_gemma":[0.0004779613,0.000103747974,0.9705104,0.000020355066,0.000011319301,0.0000045277757,0.000969401,0.0010562061,0.017740982,0.003626856,0.00530453,0.00017372123],"about_ca_topic_score_codex":0.0070255427,"about_ca_topic_score_gemma":0.008814499,"teacher_disagreement_score":0.07631424,"about_ca_system_score_codex":0.0001895631,"about_ca_system_score_gemma":0.000020564246,"threshold_uncertainty_score":0.99958676},"labels":[],"label_agreement":null},{"id":"W2316338628","doi":"10.2166/wst.2011.343","title":"Improved environmental multimedia modeling and its sensitivity analysis","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Sensitivity (control systems); Flux (metallurgy); Computer science; Groundwater; Environmental science; Pollutant; Multimedia; Environmental engineering; Simulation; Engineering; Geotechnical engineering; Chemistry; Electronic engineering","score_opus":0.014007793228094556,"score_gpt":0.19356413185039228,"score_spread":0.17955633862229772,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2316338628","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9782169,0.000014696174,0.019958712,0.00016171783,0.000062050065,0.00018504416,0.000004041315,0.00017040379,0.001226473],"genre_scores_gemma":[0.9948143,0.000007770784,0.004838587,0.000054079705,0.000005178467,0.0000200742,0.0000026716689,0.00000786738,0.00024949104],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99825734,0.00002105639,0.00017603456,0.00069166685,0.00024329223,0.00061059505],"domain_scores_gemma":[0.9994122,0.000004192215,0.00003666674,0.00043070797,0.0000052466826,0.000111036214],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00051470654,0.00015659501,0.00016416244,0.00063099206,0.00038609857,0.00002553141,0.00040402805,0.00008984209,0.0004691386],"category_scores_gemma":[0.000015566182,0.000121501864,0.000042331078,0.0010996016,0.001347468,0.0005975394,0.0013906868,0.00013624584,0.00030898314],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000059202825,0.0001044137,0.08582389,0.0000014955041,0.00004028137,0.000020380781,0.0020834696,0.0012030656,0.9084321,0.00013608432,0.000005870154,0.002143008],"study_design_scores_gemma":[0.00015656151,0.00005302479,0.01317809,0.0000010448902,0.00012900417,0.000013537691,0.00024565466,0.8151711,0.17020519,0.00046858186,0.0001217955,0.0002563826],"about_ca_topic_score_codex":0.00025455822,"about_ca_topic_score_gemma":0.00014675569,"teacher_disagreement_score":0.81396806,"about_ca_system_score_codex":0.00017838148,"about_ca_system_score_gemma":0.000003969619,"threshold_uncertainty_score":0.5136739},"labels":[],"label_agreement":null},{"id":"W2317057982","doi":"10.2166/wst.2012.818","title":"Modelling pathogen fate in stormwaters by a particle–pathogen interaction model using population balances","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Stormwater; Settling; Environmental science; Population; Particle (ecology); Environmental engineering; Water quality; Hydrology (agriculture); Surface runoff; Ecology; Geology; Biology; Geotechnical engineering","score_opus":0.027720092864504185,"score_gpt":0.2495631941337544,"score_spread":0.22184310126925022,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2317057982","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92670643,0.000028613431,0.07222066,0.0002644179,0.00019005706,0.0002259712,0.000005052374,0.00014871277,0.00021009574],"genre_scores_gemma":[0.99291354,0.0000060582024,0.0068245744,0.000059043996,0.000013558086,0.00003933538,0.000010868555,0.00001462194,0.000118414275],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99783105,0.00003202496,0.00030723136,0.00048344265,0.00035773814,0.000988546],"domain_scores_gemma":[0.9994394,0.000004159813,0.00007815184,0.00036641385,0.0000105351455,0.00010134424],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00071392517,0.00017431882,0.00015288137,0.0003805581,0.00032382304,0.000054537053,0.0005177006,0.00010067069,0.000058336842],"category_scores_gemma":[0.000010031641,0.00014148265,0.000029876019,0.0009954524,0.0004866041,0.0022951588,0.0005267061,0.00016555427,0.00017831389],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000028570569,0.00005002305,0.1985809,0.0000015929148,0.0000012795804,8.9642924e-7,0.00089339726,0.37969503,0.42031822,0.00008786597,0.000015955808,0.0003520067],"study_design_scores_gemma":[0.00015263162,0.000017872024,0.0014112622,0.0000092312,0.000011978143,0.000008445108,0.0002506921,0.9461577,0.04967146,0.0015186544,0.00054664206,0.0002434186],"about_ca_topic_score_codex":0.00076171604,"about_ca_topic_score_gemma":0.00004498263,"teacher_disagreement_score":0.5664627,"about_ca_system_score_codex":0.0008312477,"about_ca_system_score_gemma":0.0000064856495,"threshold_uncertainty_score":0.5769495},"labels":[],"label_agreement":null},{"id":"W2317437040","doi":"10.2166/wst.2013.238","title":"Experimental study of the performance of a siphon sediment cleansing set in a CSO chamber","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"National Science Foundation","keywords":"Siphon (mollusc); Suction; Sediment; Environmental science; Geotechnical engineering; Deposition (geology); Hydrology (agriculture); Geology; Engineering; Geomorphology","score_opus":0.005889284093651182,"score_gpt":0.21075058235956973,"score_spread":0.20486129826591853,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2317437040","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992528,0.000023108803,0.0000067465717,0.00006080652,0.00015655253,0.00023992077,2.5159682e-7,0.000047560192,0.00021223816],"genre_scores_gemma":[0.9998692,7.9495254e-7,0.00008334091,0.0000084415815,0.0000038912694,0.000020655283,7.527486e-8,0.000004902551,0.000008672813],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99929684,0.0000066437224,0.00017257404,0.00012942462,0.00016311072,0.00023142187],"domain_scores_gemma":[0.99966913,0.00000227067,0.000017402213,0.00027909531,0.000017903121,0.000014211033],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010677019,0.000074466436,0.00011864243,0.00025836242,0.000043758137,0.000007070728,0.0003135228,0.000046856036,0.000022164208],"category_scores_gemma":[0.0000033450235,0.000042938464,0.000012536126,0.0005175148,0.0003318354,0.00010474785,0.00015768474,0.000104139006,0.0000050060016],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000014969318,0.000049715054,0.010094253,0.000009132967,0.0000026473106,8.110664e-7,0.00899052,0.007493629,0.9724118,0.00001622178,0.000008180238,0.0009215584],"study_design_scores_gemma":[0.00019350431,0.00016597523,0.0067670206,0.000012710171,0.0000011494744,0.000006643128,0.0022726487,0.022366293,0.96810544,0.00002453518,0.000029597044,0.000054460226],"about_ca_topic_score_codex":0.00009708938,"about_ca_topic_score_gemma":0.000018536046,"teacher_disagreement_score":0.014872664,"about_ca_system_score_codex":0.000043280383,"about_ca_system_score_gemma":0.000009449028,"threshold_uncertainty_score":0.17509797},"labels":[],"label_agreement":null},{"id":"W2317854292","doi":"10.2166/wst.2014.162","title":"Sea wave propagation from offshore to Maputo's coast. Application to longshore sediment transport assessment","year":2014,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Coastal and Marine Dynamics","field":"Earth and Planetary Sciences","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Canada Excellence Research Chairs, Government of Canada","keywords":"Sediment transport; Submarine pipeline; Wave flume; Geology; Longshore drift; Sediment; Oceanography; Peninsula; Coastal engineering; Sedimentary budget; Wave height; Hydrology (agriculture); Wave propagation; Geomorphology; Breaking wave; Geotechnical engineering; Geography","score_opus":0.00566394509584892,"score_gpt":0.2064506408202457,"score_spread":0.20078669572439678,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2317854292","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8679292,0.0000023652062,0.12281789,0.0062823473,0.00022416729,0.0005501234,0.000052127194,0.00018227177,0.0019595134],"genre_scores_gemma":[0.9902268,0.0000012172419,0.008807301,0.00045146907,0.000049041148,0.000027813272,0.00028645413,0.0000039713764,0.00014593975],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99821514,0.000014156242,0.00022415005,0.0006305563,0.0004212483,0.0004947279],"domain_scores_gemma":[0.9992169,0.000010061769,0.000036622117,0.00043047257,0.000106524116,0.00019939123],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004439026,0.0001548081,0.00016658436,0.00043400706,0.00022340527,0.000052586332,0.0005710191,0.000088976616,0.00015032566],"category_scores_gemma":[0.00001283683,0.00010838605,0.000025927166,0.00093028555,0.00022039184,0.00020142188,0.00011839226,0.00013887684,0.00025408567],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025517955,0.00004461631,0.36004007,0.000009071154,0.0000049451623,0.0000071719546,0.0005936561,0.0046506906,0.019750869,0.0012648501,0.00005983841,0.6135487],"study_design_scores_gemma":[0.00031304848,0.0009614043,0.73712766,0.000024039331,0.00002338483,0.00002166537,0.0004014187,0.15052092,0.050270066,0.008867802,0.05089873,0.0005698437],"about_ca_topic_score_codex":0.001876792,"about_ca_topic_score_gemma":0.011156579,"teacher_disagreement_score":0.6129789,"about_ca_system_score_codex":0.00003193912,"about_ca_system_score_gemma":0.000066689005,"threshold_uncertainty_score":0.62256324},"labels":[],"label_agreement":null},{"id":"W2318205703","doi":"10.2166/wst.2005.0256","title":"Workshop 8 (synthesis): water governance – a key driver for food and urban security","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water resources management and optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"International Development Research Centre","funders":"","keywords":"Corporate governance; Livelihood; Food security; Sustainability; Key (lock); Business; Environmental planning; Environmental resource management; Economics; Environmental science; Agriculture; Finance; Geography; Ecology; Computer security; Computer science","score_opus":0.005206862963846119,"score_gpt":0.17989036165977162,"score_spread":0.1746834986959255,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2318205703","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9814844,0.00015064873,0.012723381,0.0031249833,0.00014623848,0.0003235908,0.000004748724,0.00061094284,0.0014310244],"genre_scores_gemma":[0.9963265,0.00003262589,0.0031232715,0.000046649457,0.000052115338,0.000077836456,0.0000021404892,0.000015892565,0.00032296954],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99892807,0.0000036307233,0.00013538187,0.00029664012,0.00012404757,0.0005122457],"domain_scores_gemma":[0.9996599,0.000007032174,0.000013444575,0.00024765558,0.000030520354,0.000041433763],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017784373,0.00013391535,0.00012501396,0.00025863093,0.00015950976,0.0000912233,0.00040857337,0.00010016078,0.000020099975],"category_scores_gemma":[0.000014172511,0.00008971847,0.000022721539,0.00025247838,0.0003302974,0.00040720735,0.00020185743,0.000090594585,0.000033068805],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018100093,0.000435818,0.016190175,0.00078533613,0.0003074626,0.0000324539,0.058048755,0.19962437,0.47742304,0.060966037,0.018114664,0.16789089],"study_design_scores_gemma":[0.00026069127,0.000052079253,0.00006206986,0.000016958882,0.000015451038,0.00000469132,0.00007703686,0.07430177,0.737384,0.001727906,0.18584275,0.0002545544],"about_ca_topic_score_codex":6.645156e-7,"about_ca_topic_score_gemma":0.000018402483,"teacher_disagreement_score":0.259961,"about_ca_system_score_codex":0.00005977639,"about_ca_system_score_gemma":0.0000025950264,"threshold_uncertainty_score":0.3658613},"labels":[],"label_agreement":null},{"id":"W2318429850","doi":"10.2166/wst.2012.260","title":"Utilizing settling tests to design a conventional upflow settling tank modified with inclined plates","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Cavitation Phenomena in Pumps","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"Università degli Studi di Camerino","keywords":"Settling; Environmental science; Geotechnical engineering; Environmental engineering; Geology; Materials science","score_opus":0.022835064563943713,"score_gpt":0.24679756353085547,"score_spread":0.22396249896691175,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2318429850","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8630879,0.00007725672,0.13396598,0.00063418504,0.00041064894,0.0003222119,0.000004440636,0.0010850361,0.0004123729],"genre_scores_gemma":[0.9370895,0.000001630488,0.06259315,0.00008867431,0.00005204,0.00009941601,0.0000042504703,0.000032771786,0.000038556933],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998117,0.000012956351,0.00028964816,0.00034052902,0.00032710907,0.0009127462],"domain_scores_gemma":[0.9992758,0.000054593045,0.000033479635,0.00035024356,0.00012371998,0.00016214784],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00080621644,0.00020496566,0.00019405286,0.0010792263,0.00026777407,0.00008262489,0.00053854485,0.00011940163,0.000027432468],"category_scores_gemma":[0.00009627123,0.00016207968,0.000023597993,0.001451021,0.0003621131,0.00059622794,0.00018807258,0.00023669977,0.0001567075],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000249277,0.000050464314,0.0059525403,0.00003230177,0.000026230306,0.000010241789,0.0026425116,0.37577236,0.6062812,0.0068449713,0.000070446804,0.002291799],"study_design_scores_gemma":[0.0008304973,0.00021076023,0.0013589257,0.00011638014,0.00002897713,0.00015558713,0.00089674763,0.20292693,0.78554344,0.005158409,0.0019489567,0.0008243655],"about_ca_topic_score_codex":0.0000031755562,"about_ca_topic_score_gemma":0.0000026781918,"teacher_disagreement_score":0.17926227,"about_ca_system_score_codex":0.00021235042,"about_ca_system_score_gemma":0.000044283082,"threshold_uncertainty_score":0.6609418},"labels":[],"label_agreement":null},{"id":"W2319246501","doi":"10.2166/wst.2016.050","title":"Design of a generalized predictive controller for a biological wastewater treatment plant","year":2016,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Advanced Control Systems Optimization","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Setpoint; Activated sludge; Model predictive control; Sewage treatment; Benchmark (surveying); Wastewater; Bioreactor; Control theory (sociology); Controller (irrigation); Process control; Filter (signal processing); Process (computing); Process engineering; Engineering; Environmental engineering; Computer science; Control (management); Chemistry; Artificial intelligence","score_opus":0.017780519113754237,"score_gpt":0.2189935790299554,"score_spread":0.20121305991620114,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2319246501","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10680296,0.0000684715,0.89156735,0.00024537844,0.00012896802,0.0008081628,0.000024156372,0.00033326267,0.000021303218],"genre_scores_gemma":[0.9853051,0.00002895044,0.013988631,0.000005314666,0.000017635215,0.00058242516,0.000001719216,0.000010980972,0.0000592793],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990409,0.000014693597,0.00022571681,0.00025118914,0.00007943533,0.00038806375],"domain_scores_gemma":[0.9996277,0.000037693007,0.00003333529,0.0001986745,0.00006880713,0.000033765522],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017046032,0.00012993535,0.0002648258,0.0003389541,0.000055892993,0.000007229782,0.00024134215,0.000119421726,0.0000055737887],"category_scores_gemma":[0.00003377425,0.000057811238,0.000032049145,0.00018812588,0.0003685126,0.00012473053,0.000032773347,0.000021638796,0.000007412293],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000093609924,0.000012981702,0.00006732358,0.0000023644727,0.00001872999,0.0000010124143,0.00010616803,0.047813352,0.9492767,0.0006010169,0.0000057251395,0.0020010557],"study_design_scores_gemma":[0.0020694092,0.00061479857,0.0000054034695,0.000013957692,0.000008851718,0.000010580389,0.000019067133,0.17451754,0.8196345,0.0025223398,0.00048484278,0.00009870754],"about_ca_topic_score_codex":0.0000015212795,"about_ca_topic_score_gemma":5.2426316e-7,"teacher_disagreement_score":0.8785021,"about_ca_system_score_codex":0.00015920313,"about_ca_system_score_gemma":0.000015880967,"threshold_uncertainty_score":0.23574738},"labels":[],"label_agreement":null},{"id":"W2319425276","doi":"10.2166/wst.2011.763","title":"Characterization of the potential impact of retention tank emptying on wastewater primary treatment: a new element for CSO management","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université Laval","funders":"","keywords":"Settling; Effluent; Suspended solids; Total suspended solids; Wastewater; Pollutant; Environmental science; Combined sewer; Environmental engineering; Chemical oxygen demand; Sewage treatment; Water quality; Total dissolved solids; Mixed liquor suspended solids; Volatile suspended solids; Hydrology (agriculture); Chemistry; Activated sludge; Geotechnical engineering; Surface runoff; Stormwater; Geology; Ecology","score_opus":0.017399729606040013,"score_gpt":0.21607193631269814,"score_spread":0.19867220670665814,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2319425276","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.990492,0.0000020573502,0.0064023263,0.00026309935,0.00018495727,0.0010111091,0.0000110227165,0.00005250137,0.0015809534],"genre_scores_gemma":[0.99611276,0.0000075867606,0.0024273,0.00002258155,0.000009643321,0.00007662936,0.000012461248,0.0000110741585,0.0013199317],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99845743,0.000016243835,0.00033132418,0.00042026187,0.0003284969,0.00044626542],"domain_scores_gemma":[0.99911416,0.000002077481,0.00017907779,0.0006417125,0.000018778645,0.000044196335],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026163945,0.00016219512,0.00016776906,0.00037076185,0.00022122619,0.000014768514,0.00075189065,0.000062583626,0.00024976733],"category_scores_gemma":[0.00000388175,0.000091167894,0.00013455574,0.0006542076,0.00069213577,0.0003189145,0.0005703272,0.00004731862,0.000036199533],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000051009538,0.0001904092,0.011607568,0.000011308939,0.000032707692,0.0000011297703,0.0007145395,0.00014276346,0.98155224,0.00060953957,0.000043261694,0.0050435094],"study_design_scores_gemma":[0.00068114954,0.0008993052,0.13244852,0.000026526215,0.00008521142,0.000003721475,0.00006912291,0.00027261532,0.86234695,0.0023371133,0.00067727634,0.00015248421],"about_ca_topic_score_codex":0.00016288363,"about_ca_topic_score_gemma":0.000010588707,"teacher_disagreement_score":0.12084096,"about_ca_system_score_codex":0.00055363955,"about_ca_system_score_gemma":0.000018104074,"threshold_uncertainty_score":0.3717719},"labels":[],"label_agreement":null},{"id":"W2319986373","doi":"10.2166/wst.2014.385","title":"Natural clinoptilolite composite membranes on tubular stainless steel supports for water softening","year":2014,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Enhanced Oil Recovery Techniques","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Alberta","funders":"","keywords":"Clinoptilolite; Materials science; Membrane; Metallurgy; Porosity; Scanning electron microscope; Zeolite; Composite material; Chemistry","score_opus":0.004888436297801008,"score_gpt":0.22366057704648523,"score_spread":0.21877214074868423,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2319986373","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9715618,0.000053639247,0.023531606,0.0004928363,0.0007120398,0.00035940117,0.0000044730323,0.0024240618,0.0008601438],"genre_scores_gemma":[0.9887992,0.00001352848,0.010556834,0.00018320323,0.00005105992,0.00013081642,0.000014574921,0.00004852462,0.0002022388],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9977415,0.00001434015,0.00032665537,0.00054714544,0.00027172887,0.0010985999],"domain_scores_gemma":[0.9991109,0.000037964568,0.000028272041,0.0006092043,0.00013571781,0.00007793641],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006743974,0.0002812783,0.00032352147,0.00095212634,0.00025400182,0.00010239121,0.0008676117,0.00022563207,0.000010999602],"category_scores_gemma":[0.0000390628,0.00018731144,0.00007291579,0.0003556863,0.0005606315,0.0004045157,0.00020281096,0.0003410853,0.000055039443],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013349864,0.000013227934,0.00016198563,0.000070347574,0.0000073496444,0.000007864443,0.00019650868,0.0020513763,0.98848534,0.0011472729,0.00004158495,0.007803807],"study_design_scores_gemma":[0.00020094014,0.0001836237,0.00003756965,0.000041434458,0.000008171898,0.000026219459,0.000026574926,0.013028038,0.96625614,0.0062132804,0.013666531,0.00031147312],"about_ca_topic_score_codex":0.0000027755425,"about_ca_topic_score_gemma":0.000003817307,"teacher_disagreement_score":0.022229182,"about_ca_system_score_codex":0.0001323625,"about_ca_system_score_gemma":0.000012486628,"threshold_uncertainty_score":0.7638339},"labels":[],"label_agreement":null},{"id":"W2320185350","doi":"10.2166/wst.2011.439","title":"Identification of humic acid-like and fulvic acid-like natural organic matter in river water using fluorescence spectroscopy","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality Monitoring and Analysis","field":"Environmental Science","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada; Canadian Water Network","keywords":"Fluorescence; Fulvic acid; Chemistry; Humic acid; Fluorescence spectroscopy; Fractionation; Natural organic matter; Dissolved organic carbon; Organic matter; Environmental chemistry; Matrix (chemical analysis); Fluorescence spectrometry; Filtration (mathematics); Chromatography; Organic chemistry","score_opus":0.012498609335373686,"score_gpt":0.23365669212820564,"score_spread":0.22115808279283194,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2320185350","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99884593,0.000025955134,0.00043673397,0.00024201933,0.00026252,0.00010471299,0.0000011414083,0.000053678137,0.000027308306],"genre_scores_gemma":[0.9974271,0.0000063234365,0.0023580235,0.00003415494,0.000010628951,0.000006477713,0.0000016080418,0.000010784856,0.00014488115],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9979131,0.00004127104,0.00040153106,0.00067587494,0.00033102138,0.000637159],"domain_scores_gemma":[0.9992819,0.00000302847,0.00008385223,0.00054767425,0.000024669598,0.000058864935],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006238135,0.00017937283,0.00022801911,0.000569554,0.00020380158,0.000045401383,0.00082158943,0.00011966199,0.00028611562],"category_scores_gemma":[0.000010053159,0.00011946708,0.000035518533,0.00091595715,0.0024440703,0.0005979861,0.000706174,0.00021451204,0.00040076356],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000057084553,0.00003443995,0.10797647,0.000006677593,0.0000030211947,0.0000052844844,0.0029182772,0.0000046772043,0.8888981,0.0000059630856,0.000004060042,0.00013734106],"study_design_scores_gemma":[0.00012852834,0.00003311145,0.02210861,0.000013376617,0.000016024102,0.000021593572,0.00026914597,0.0003722136,0.9755769,0.0012696643,0.000014298197,0.00017653801],"about_ca_topic_score_codex":0.0004883748,"about_ca_topic_score_gemma":0.000029923494,"teacher_disagreement_score":0.08667882,"about_ca_system_score_codex":0.00019328622,"about_ca_system_score_gemma":0.000009910538,"threshold_uncertainty_score":0.9005279},"labels":[],"label_agreement":null},{"id":"W2320634307","doi":"10.2166/wst.2011.425","title":"Treatment of wastewater from a school in a decentralized filtration system by percolation over organic packing media","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Reuse","field":"Environmental Science","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Centre de Recherche Industrielle du Québec","funders":"","keywords":"Aeration; Wastewater; Filtration (mathematics); Environmental science; Environmental engineering; Sewage treatment; Pulp and paper industry; Waste management; Engineering; Mathematics","score_opus":0.010480577881373134,"score_gpt":0.19815925444439478,"score_spread":0.18767867656302165,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2320634307","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988798,0.00003686175,0.00007767466,0.00012865818,0.00012954762,0.00032230583,0.000007112637,0.00009673916,0.00032129078],"genre_scores_gemma":[0.9984588,0.000020170386,0.0013702594,0.000005760858,0.000007191323,0.00004360213,0.000016777194,0.000010713037,0.000066695444],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984522,0.000033504548,0.00031107935,0.00047629655,0.00027137576,0.0004555791],"domain_scores_gemma":[0.99941456,0.000008809308,0.00007514106,0.00040756975,0.0000110947185,0.00008285026],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00012457412,0.00017517146,0.00022131167,0.0002940448,0.00010175603,0.000025188616,0.00039342206,0.00014388566,0.0011306932],"category_scores_gemma":[0.000012667565,0.00010619493,0.000034018154,0.0006744499,0.00053552934,0.0004891662,0.00014210514,0.00005705907,0.00024396143],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020726027,0.00012901406,0.25291505,0.0000016737091,0.0000044073463,0.000010367667,0.0044731176,0.0000043534455,0.7421067,0.00002035667,0.0000060041116,0.0003082569],"study_design_scores_gemma":[0.00095089566,0.00020226817,0.023223108,0.000019139221,0.000018415696,0.000008863979,0.00079994026,0.00026856575,0.9739418,0.00032792805,0.00010144695,0.00013764843],"about_ca_topic_score_codex":0.0014280316,"about_ca_topic_score_gemma":0.0005947297,"teacher_disagreement_score":0.23183511,"about_ca_system_score_codex":0.00066803483,"about_ca_system_score_gemma":0.000020132115,"threshold_uncertainty_score":0.9997824},"labels":[],"label_agreement":null},{"id":"W2320687160","doi":"10.2166/wst.2012.629","title":"Modelling the degradation of endogenous residue and ‘unbiodegradable’ influent organic suspended solids to predict sludge production","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"EnviroSim (Canada); Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Mixed liquor suspended solids; Volatile suspended solids; Degradation (telecommunications); Membrane bioreactor; Suspended solids; Wastewater; Activated sludge; Environmental science; Environmental engineering; Pulp and paper industry; Chemistry; Bioreactor; Sewage treatment; Activated sludge model; Waste management; Engineering","score_opus":0.015545639758392937,"score_gpt":0.19780506825212849,"score_spread":0.18225942849373555,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2320687160","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.995947,0.000033111355,0.00062930863,0.002371874,0.00008606919,0.00062727835,9.219129e-7,0.00008239019,0.00022203891],"genre_scores_gemma":[0.99385214,0.000013384517,0.0055208295,0.000034396246,0.000010954142,0.000053917516,0.0000019323152,0.000008867743,0.0005035611],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984872,0.000023325347,0.00022683639,0.00047451202,0.00032987946,0.00045829915],"domain_scores_gemma":[0.9993754,0.000006668938,0.00005492927,0.00045411015,0.000037143862,0.00007173436],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036283003,0.000141447,0.0001376067,0.00024262886,0.00036003249,0.000051943825,0.0005247131,0.00007142766,0.0001807794],"category_scores_gemma":[0.000021463318,0.000077908844,0.000019106363,0.0008816032,0.000993676,0.00043149662,0.00047139617,0.000100253485,0.00023643408],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000066124967,0.000032896773,0.006787376,0.0000025805402,0.0000043450286,0.0000014806267,0.0006281106,0.0018830531,0.9891167,0.00006832046,0.00003719853,0.0014313185],"study_design_scores_gemma":[0.00011494766,0.00016025324,0.00033543358,0.000005792962,0.000013772723,0.00007818615,0.0002075132,0.0026597497,0.99422675,0.0019629137,0.0001340693,0.000100627105],"about_ca_topic_score_codex":0.00087287754,"about_ca_topic_score_gemma":0.00005727063,"teacher_disagreement_score":0.0064519425,"about_ca_system_score_codex":0.0001280233,"about_ca_system_score_gemma":0.000019054856,"threshold_uncertainty_score":0.36612406},"labels":[],"label_agreement":null},{"id":"W2321970426","doi":"10.2166/wst.2003.0383","title":"Alleviating water scarcity in Northern China: balancing options and policies among Chinese decision-makers","year":2003,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Resources and Sustainability","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Water scarcity; China; Scarcity; Agriculture; Natural resource economics; Economic shortage; Water conservation; Business; Water pricing; Water resources; Demand management; Water resource management; Economics; Environmental planning; Environmental science; Geography; Market economy; Ecology","score_opus":0.0027421847786156476,"score_gpt":0.20979944316409024,"score_spread":0.2070572583854746,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2321970426","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974005,0.00001867938,0.00031017634,0.0009024671,0.000054856897,0.00023269729,5.95199e-7,0.00008755901,0.0009924652],"genre_scores_gemma":[0.9988077,0.00000461368,0.0010254779,0.000038847604,0.0000055227415,0.000024139028,6.0493454e-7,0.000009589928,0.00008349458],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9978694,0.00004458614,0.0002794264,0.00062171085,0.00030385982,0.0008810319],"domain_scores_gemma":[0.99937624,0.000017267872,0.000031884803,0.00044729566,0.000017547625,0.00010974273],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011508369,0.00018509358,0.00020359064,0.0003735769,0.00055686466,0.000096805394,0.00052894955,0.00011369384,0.00009457518],"category_scores_gemma":[0.00021277911,0.0001042886,0.000033713044,0.00091782067,0.0022581473,0.00045511068,0.000810054,0.00023515306,0.00004598529],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000025086058,0.000028531136,0.977548,0.000003141138,8.8567276e-7,0.000010774962,0.0037186937,0.0020815837,0.0152072115,0.00005449538,0.0000011195082,0.0013430467],"study_design_scores_gemma":[0.00028775542,0.00005835475,0.9547681,0.0000122095125,0.0000029734354,0.000045677378,0.0016466273,0.0013313022,0.020389957,0.020605164,0.0005824994,0.00026937734],"about_ca_topic_score_codex":0.0014006279,"about_ca_topic_score_gemma":0.004563003,"teacher_disagreement_score":0.022779906,"about_ca_system_score_codex":0.0002972636,"about_ca_system_score_gemma":0.0000125031165,"threshold_uncertainty_score":0.8320238},"labels":[],"label_agreement":null},{"id":"W2322015692","doi":"10.2166/wst.2014.456","title":"Modeling bioaugmentation with nitrifiers in membrane bioreactors","year":2014,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"European Commission","keywords":"Bioaugmentation; Bioreactor; Nitrification; Seeding; Activated sludge; Environmental engineering; Chemistry; Environmental science; Sewage treatment; Thermodynamics; Ecology; Bioremediation","score_opus":0.00691805331489802,"score_gpt":0.20109935002415746,"score_spread":0.19418129670925943,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2322015692","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9966447,0.0000034334792,0.0014912053,0.00056180015,0.000053080632,0.00014949511,3.4304367e-7,0.00010800826,0.0009879809],"genre_scores_gemma":[0.9935656,0.000002457149,0.006277341,0.000045977802,0.000006235024,0.000018276507,0.000003038387,0.000008476076,0.00007257468],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99859035,0.00001614002,0.00015006626,0.00044839777,0.00028321787,0.0005118441],"domain_scores_gemma":[0.9996269,0.000003925319,0.000022113301,0.00027680417,0.000008417435,0.00006186395],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034800803,0.00013506373,0.00012344285,0.0005220984,0.00015249367,0.000036183552,0.000432298,0.0000753658,0.00008791367],"category_scores_gemma":[0.000008038185,0.00008098242,0.000016415992,0.0011894739,0.0009017566,0.00040192404,0.00016151086,0.00010130526,0.00024313455],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019170211,0.000050460865,0.054330092,0.0000016140916,0.0000022077716,0.000009707333,0.00045983505,0.0060256976,0.93543506,0.0001346173,0.0000016327981,0.0035298876],"study_design_scores_gemma":[0.00049007114,0.00015284217,0.00041582054,0.0000071311897,0.000006456758,0.00002382996,0.00026529378,0.027095338,0.97012943,0.0011009326,0.00015263037,0.0001602332],"about_ca_topic_score_codex":0.0003763168,"about_ca_topic_score_gemma":0.00018391272,"teacher_disagreement_score":0.05391427,"about_ca_system_score_codex":0.00017842736,"about_ca_system_score_gemma":0.0000102153745,"threshold_uncertainty_score":0.332256},"labels":[],"label_agreement":null},{"id":"W2322297502","doi":"10.2166/wst.2011.732","title":"Removal of 17β-estradiol (E2) and its chlorination by-products from water and wastewater using non-imprinted polymer (NIP) particles","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Pharmaceutical and Antibiotic Environmental Impacts","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada; Canadian Water Network","keywords":"NIP; Wastewater; Chlorine; Endocrine disruptor; Adsorption; Chemistry; Humic acid; Environmental chemistry; Nuclear chemistry; Organic chemistry; Environmental engineering; Materials science; Environmental science; Endocrine system; Hormone; Biochemistry","score_opus":0.030733796488137427,"score_gpt":0.2439415031288817,"score_spread":0.21320770664074426,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2322297502","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998757,0.00008193446,0.000092948394,0.00060915283,0.000075083735,0.00013826952,0.000004932452,0.00003085427,0.0002098173],"genre_scores_gemma":[0.99881667,0.000027416505,0.0009716291,0.00006308887,0.000008861839,0.0000017369877,0.0000022137742,0.000009025324,0.00009934446],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99852294,0.000014789055,0.00020803021,0.00051266584,0.00021492763,0.00052666897],"domain_scores_gemma":[0.9995919,0.000004232658,0.00003908107,0.00022226623,0.0000071606014,0.00013537989],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022369686,0.000153835,0.0001606258,0.00010936165,0.00014962425,0.000021646325,0.00029785285,0.000089125526,0.00020388779],"category_scores_gemma":[0.000013935879,0.0000936557,0.000013448095,0.00022491057,0.0020195942,0.00053722726,0.00068321364,0.00011169318,0.000061241466],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012339211,0.000063617306,0.008528325,0.0000052285873,0.000003904502,0.000017716306,0.0007204755,0.0000021869762,0.98908144,0.0000240021,0.0000017577686,0.0015389952],"study_design_scores_gemma":[0.0002476491,0.0000910698,0.0067048767,0.000011131731,0.000017594837,0.00012869952,0.000092083275,0.0015667455,0.9901887,0.00068998634,0.00010716548,0.00015425797],"about_ca_topic_score_codex":0.00021160934,"about_ca_topic_score_gemma":0.0000026097239,"teacher_disagreement_score":0.0018699699,"about_ca_system_score_codex":0.000047409132,"about_ca_system_score_gemma":0.000004193182,"threshold_uncertainty_score":0.74412787},"labels":[],"label_agreement":null},{"id":"W2322332041","doi":"10.2166/wst.2014.328","title":"Cactus juice as bioflocculant in the coagulation–flocculation process for industrial wastewater treatment: a comparative study with polyacrylamide","year":2014,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality Monitoring and Analysis","field":"Environmental Science","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Flocculation; Polyacrylamide; Alum; Coagulation; Lime; Chemistry; Chemical oxygen demand; Pulp and paper industry; Wastewater; Chromatography; Environmental engineering; Waste management; Environmental science; Materials science; Organic chemistry; Metallurgy; Polymer chemistry; Engineering","score_opus":0.05064430414985149,"score_gpt":0.31507991617652914,"score_spread":0.26443561202667765,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2322332041","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972669,0.0000014973928,0.0002381035,0.0014594531,0.00006113046,0.0007788393,0.000001860678,0.000061682236,0.00013053473],"genre_scores_gemma":[0.99947023,1.8870902e-7,0.00010718975,0.000023145902,0.000040630177,0.00023867056,0.000006567161,0.00000618177,0.000107209045],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99822575,0.00010086196,0.0002488715,0.000541129,0.00041768802,0.00046571082],"domain_scores_gemma":[0.99939346,0.000037515365,0.00007445691,0.0004264729,0.00002476258,0.000043301876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008847581,0.00017988388,0.00023496301,0.0003306205,0.00043642905,0.00009632572,0.00059436157,0.00008496048,0.000017656455],"category_scores_gemma":[0.000028882232,0.00008580524,0.000029812896,0.0012821537,0.00075330544,0.00029293197,0.00008773325,0.00011278106,0.00006441211],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003345203,0.0014466268,0.7624811,0.000008708631,0.000057964688,0.000017315866,0.06833363,0.039729193,0.12313813,0.0003461389,0.00002050288,0.004086173],"study_design_scores_gemma":[0.0034977957,0.0042450572,0.019449845,0.000026379905,0.00013414233,0.000035028515,0.019756278,0.013723116,0.9330227,0.003567983,0.0019588936,0.0005827882],"about_ca_topic_score_codex":0.0011727525,"about_ca_topic_score_gemma":0.00023792728,"teacher_disagreement_score":0.80988455,"about_ca_system_score_codex":0.00018170306,"about_ca_system_score_gemma":0.00002246562,"threshold_uncertainty_score":0.3499036},"labels":[],"label_agreement":null},{"id":"W2322551032","doi":"10.2166/wst.2013.584","title":"Tracer experiment and RTD analysis of DAF separator with bar-type baffles","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Cyclone Separators and Fluid Dynamics","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydromantis Environmental Software Solutions (Canada)","funders":"","keywords":"TRACER; Baffle; Separator (oil production); Bar (unit); Chemistry; Environmental science; Engineering; Waste management; Physics; Nuclear physics; Meteorology; Thermodynamics; Mechanical engineering","score_opus":0.003632397792731029,"score_gpt":0.20478675752859904,"score_spread":0.201154359735868,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2322551032","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99771255,0.00026585403,0.0012252965,0.00007885322,0.000057974037,0.000104937906,0.0000016458813,0.00015409802,0.00039878316],"genre_scores_gemma":[0.9981804,0.000031668016,0.0017005457,0.000010884481,0.000004192021,0.000019240575,0.0000013404472,0.000008636904,0.000043072978],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991842,0.0000032313612,0.00015842273,0.000225898,0.00013804168,0.00029023283],"domain_scores_gemma":[0.9995521,0.0000041548715,0.000016265636,0.00030823788,0.00006309379,0.00005615268],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008655189,0.00011265929,0.0002385655,0.0007924143,0.000060657254,0.000035885507,0.00023631798,0.00007744083,0.000075371965],"category_scores_gemma":[0.000003367842,0.00007288139,0.000022789989,0.0015361623,0.00057247456,0.00018708596,0.00007691811,0.00007214906,0.00001562374],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000036606996,0.000023716966,0.018225022,0.000008016441,0.00011246157,0.0000028115949,0.00089796446,0.0066080126,0.9711063,0.0015824331,0.000056061872,0.0013735439],"study_design_scores_gemma":[0.00017908488,0.00018979906,0.006258434,0.000007450015,0.00012570416,0.000010623835,0.00055078283,0.24196598,0.749304,0.0001835145,0.0009561626,0.00026844497],"about_ca_topic_score_codex":0.00003656309,"about_ca_topic_score_gemma":0.000028451013,"teacher_disagreement_score":0.23535797,"about_ca_system_score_codex":0.000032132397,"about_ca_system_score_gemma":0.00001357816,"threshold_uncertainty_score":0.2972017},"labels":[],"label_agreement":null},{"id":"W2323982510","doi":"10.2166/wst.2012.387","title":"Automated image analysis of Euglena gracilis Klebs (Euglenophyta) for measuring sublethal effects of three model contaminants","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Marine Toxins and Detection Methods","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Euglena gracilis; Atrazine; Biology; Tributyltin; Copper; Chemistry; Ecology; Pesticide; Biochemistry","score_opus":0.017271261287493865,"score_gpt":0.2688524276053686,"score_spread":0.25158116631787475,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2323982510","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86963356,0.00002332382,0.12912603,0.00005265075,0.00012917613,0.0002721705,0.0000056627646,0.000181348,0.0005761109],"genre_scores_gemma":[0.95897126,0.0000038017345,0.040869366,0.000012289258,0.0000057560387,0.000051244435,0.0000011818732,0.000009121419,0.00007598321],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981586,0.000031448486,0.00035098204,0.00040100297,0.00040005005,0.0006579191],"domain_scores_gemma":[0.9990632,0.00005291172,0.00015739388,0.0005661023,0.000064340384,0.00009604214],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014646488,0.00016045147,0.0004224253,0.0009632463,0.00017472837,0.000012582226,0.00065572426,0.00013077701,0.00007076319],"category_scores_gemma":[0.0002124108,0.00011680424,0.00012410319,0.002622822,0.0014970572,0.0004742258,0.00051150226,0.00010347864,0.000012193369],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014108218,0.00009114797,0.05325172,0.000033728746,0.000032284705,6.8583006e-7,0.00023921997,0.0018599055,0.9354397,0.00012327361,0.000007942234,0.008906254],"study_design_scores_gemma":[0.00022082424,0.000117232405,0.027890453,0.0000057674515,0.00013356369,0.0000028360844,0.00002154295,0.17749044,0.7931905,0.0007569352,0.00004597691,0.00012396836],"about_ca_topic_score_codex":0.00018494169,"about_ca_topic_score_gemma":0.00009763327,"teacher_disagreement_score":0.17563054,"about_ca_system_score_codex":0.00010469204,"about_ca_system_score_gemma":0.00001600753,"threshold_uncertainty_score":0.55159694},"labels":[],"label_agreement":null},{"id":"W2324018628","doi":"10.2166/wst.2011.413","title":"Poyang Lake basin: a successful, large-scale integrated basin management model for developing countries","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrology and Watershed Management Studies","field":"Environmental Science","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Structural basin; China; Water quality; Drainage basin; Water resource management; Environmental science; Hydrology (agriculture); Geography; Geology; Ecology","score_opus":0.014467550482460536,"score_gpt":0.22221968489273405,"score_spread":0.20775213441027351,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2324018628","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5879248,0.000015842044,0.38747254,0.0077928593,0.00031910438,0.0008373666,0.000019761696,0.0005233533,0.015094374],"genre_scores_gemma":[0.95470166,0.00005301709,0.04128274,0.001624365,0.000005957058,0.00023633312,0.000007793412,0.00001571279,0.0020724006],"study_design_codex":"observational","study_design_gemma":"not_applicable","domain_scores_codex":[0.9975767,0.000016983067,0.00027765386,0.0007798565,0.0002619703,0.0010867964],"domain_scores_gemma":[0.9993895,0.000007847323,0.000062011444,0.00044996158,0.000035949837,0.000054706703],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008858264,0.00024187996,0.00025098355,0.00048505282,0.00092854194,0.000043716984,0.0011614617,0.00014114016,0.00029317802],"category_scores_gemma":[0.000015594327,0.00017174816,0.00004629207,0.0008650353,0.0021504194,0.00054702844,0.0014978712,0.00013120583,0.00035987265],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00055552303,0.0010148796,0.76126295,0.00032602495,0.00032756658,0.00024147515,0.047096778,0.0037253713,0.006377797,0.15113135,0.01445219,0.013488079],"study_design_scores_gemma":[0.0029859454,0.00054702297,0.018239282,0.00011708043,0.0002579241,0.000043939606,0.0058342447,0.107602395,0.24201316,0.12673768,0.49341446,0.002206851],"about_ca_topic_score_codex":0.000041405263,"about_ca_topic_score_gemma":0.0007438891,"teacher_disagreement_score":0.7430237,"about_ca_system_score_codex":0.0001592129,"about_ca_system_score_gemma":0.00001622132,"threshold_uncertainty_score":0.792331},"labels":[],"label_agreement":null},{"id":"W2324068954","doi":"10.2166/wst.2013.442","title":"Biodegradation of Bisphenol-A in aerobic membrane bioreactor sludge","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Effects and risks of endocrine disrupting chemicals","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Centre de Recherche Industrielle du Québec; Institut National de la Recherche Scientifique","funders":"","keywords":"Biodegradation; Bisphenol A; Chemistry; Bioreactor; Membrane bioreactor; Chemical oxygen demand; Degradation (telecommunications); Reaction rate constant; Environmental chemistry; Activated sludge; Oxygen; Chromatography; Kinetics; Environmental engineering; Organic chemistry; Sewage treatment; Environmental science","score_opus":0.005921195784133402,"score_gpt":0.2685100074907763,"score_spread":0.2625888117066429,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2324068954","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9965541,0.000012959213,0.000032567452,0.0013849057,0.000067410976,0.00021148092,7.3119975e-7,0.000072320516,0.0016635228],"genre_scores_gemma":[0.9981408,0.000009380288,0.0016624834,0.00003899641,0.0000043153145,0.000028517703,0.0000022443674,0.00000600616,0.00010724864],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987,0.000010646183,0.00023236146,0.0003723494,0.00022040894,0.00046422193],"domain_scores_gemma":[0.9994992,0.00001601139,0.000057811325,0.00035846996,0.000017528291,0.000050999457],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025041256,0.00011067134,0.00015701361,0.0003486834,0.000065959954,0.00002132563,0.00067908264,0.00007869936,0.0005561284],"category_scores_gemma":[0.00007393037,0.00006867266,0.000024512678,0.0012065739,0.0015180751,0.0003955869,0.00038173984,0.00012373006,0.000499745],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000011677911,0.000049664184,0.03877568,0.0000040647546,5.8802874e-7,0.000001461574,0.00009800805,0.000026190213,0.9565417,0.00011571662,0.000047872298,0.0043378863],"study_design_scores_gemma":[0.00015742978,0.000057225912,0.009192762,0.000010235969,0.0000018611556,0.000006569605,0.00007138996,0.00025348138,0.9883495,0.0012292203,0.0005641272,0.00010618283],"about_ca_topic_score_codex":0.0010910522,"about_ca_topic_score_gemma":0.00004944475,"teacher_disagreement_score":0.03180781,"about_ca_system_score_codex":0.00008120992,"about_ca_system_score_gemma":0.000008838372,"threshold_uncertainty_score":0.6423378},"labels":[],"label_agreement":null},{"id":"W2324224015","doi":"10.2166/wst.2011.047","title":"Characteristics of different fractions of microbial flocs and their role in membrane fouling","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":55,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Extracellular polymeric substance; Fouling; Membrane fouling; Chemistry; Membrane; Fraction (chemistry); Temperature gradient gel electrophoresis; Chromatography; Microbial population biology; Chemical engineering; Pulp and paper industry; Biofilm; Bacteria; Biology","score_opus":0.012485639436226985,"score_gpt":0.2103544354834416,"score_spread":0.1978687960472146,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2324224015","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998146,0.000009724203,0.00042188863,0.0001713396,0.00006716403,0.00013380716,0.000003497853,0.000071291266,0.0009753026],"genre_scores_gemma":[0.99855626,0.000034346136,0.0013571049,0.000009863392,0.0000022371194,0.000010616028,8.0624903e-7,0.0000048491074,0.000023912386],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99898803,0.0000119567985,0.00030785834,0.00029370756,0.00011819055,0.00028024623],"domain_scores_gemma":[0.99948347,0.000011777016,0.00010613439,0.00035613804,0.000016540314,0.000025921989],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022892578,0.00011023709,0.00022007663,0.00046867755,0.000074408854,0.000006545131,0.00055445405,0.00012844671,0.00018400597],"category_scores_gemma":[0.00006104596,0.00007409489,0.000019407093,0.00063735805,0.0023602028,0.00020213856,0.00052987126,0.00014947155,0.000016112333],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000066608923,0.00006486337,0.051166054,0.0000058607757,0.000001228858,7.754829e-7,0.0011060305,0.000005761513,0.94242,0.00041135045,6.891905e-7,0.0048106983],"study_design_scores_gemma":[0.00011076589,0.00008290554,0.03469587,0.000009933119,0.0000026284129,0.000010184709,0.00058590865,0.00033424475,0.9607711,0.003238877,0.00007717072,0.00008044637],"about_ca_topic_score_codex":0.00011646344,"about_ca_topic_score_gemma":0.0000834219,"teacher_disagreement_score":0.018351039,"about_ca_system_score_codex":0.000044653392,"about_ca_system_score_gemma":0.000009422995,"threshold_uncertainty_score":0.8696266},"labels":[],"label_agreement":null},{"id":"W2324542355","doi":"10.2166/wst.2011.331","title":"Removal of benzene from wastewater via Fenton pre-treatment followed by enzyme catalyzed polymerization","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality Monitoring and Analysis","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Benzene; Wastewater; Chemistry; Catalysis; Polymerization; Sewage treatment; Pulp and paper industry; Nuclear chemistry; Environmental chemistry; Waste management; Organic chemistry; Environmental science; Environmental engineering; Polymer; Engineering","score_opus":0.011637592434960058,"score_gpt":0.21952831845671278,"score_spread":0.2078907260217527,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2324542355","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99776787,0.000034266064,0.0012047308,0.00029059255,0.00016776045,0.0001210821,0.0000120272125,0.00012718436,0.00027446137],"genre_scores_gemma":[0.9963621,0.00000777411,0.002612478,0.000008059585,0.000014490622,0.000019248171,0.000030174693,0.000011552653,0.0009341121],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99812704,0.000034475273,0.0003338218,0.00061850547,0.00038163504,0.00050450454],"domain_scores_gemma":[0.99912876,0.0000053557615,0.00010332991,0.00065398397,0.000015538513,0.000093028415],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023037067,0.00019107554,0.0002579295,0.0002613246,0.00019324858,0.000023527997,0.00073067023,0.00013087469,0.00035604544],"category_scores_gemma":[0.000009695546,0.00012690527,0.000068568996,0.00078648503,0.0009930979,0.0003237316,0.0003858405,0.00006589426,0.000171208],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014268428,0.00013704447,0.011115281,0.0000011539959,0.000013686042,0.000011573054,0.0019292142,0.000012128364,0.984132,0.000007854788,0.00001105713,0.002614761],"study_design_scores_gemma":[0.00024278888,0.00014152715,0.0007071055,0.0000061951087,0.00003880588,0.000011840055,0.00011593362,0.00018773839,0.9973728,0.00057995715,0.00042760646,0.0001676798],"about_ca_topic_score_codex":0.008108289,"about_ca_topic_score_gemma":0.000036843263,"teacher_disagreement_score":0.013240844,"about_ca_system_score_codex":0.00018726489,"about_ca_system_score_gemma":0.000010993929,"threshold_uncertainty_score":0.99849683},"labels":[],"label_agreement":null},{"id":"W2324851216","doi":"10.2166/wst.2012.179","title":"Evaluation of the origin of nitrate influencing the Ključ groundwater source, Serbia","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Groundwater and Isotope Geochemistry","field":"Earth and Planetary Sciences","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Science and Engineering Research Board","keywords":"Nitrate; Groundwater; Environmental chemistry; Nitrification; Denitrification; Aquifer; Environmental science; Hydrology (agriculture); Stable isotope ratio; Sewage; Nitrogen; Chemistry; Environmental engineering; Geology","score_opus":0.020834737960618254,"score_gpt":0.2346039973707525,"score_spread":0.21376925941013425,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2324851216","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99627674,0.00015521553,0.000063191,0.0004375682,0.00031460432,0.00018169418,0.0000024628105,0.000027230715,0.0025412962],"genre_scores_gemma":[0.99968284,0.0000026573387,0.000079018886,0.00006026371,0.000033601038,0.0000036732895,0.0000022616498,0.0000021590402,0.00013353348],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981767,0.00008000439,0.00025431634,0.00019592133,0.0007787165,0.0005143459],"domain_scores_gemma":[0.99904644,0.000016961036,0.00010017834,0.00053604145,0.0002576033,0.000042760716],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003259483,0.00010908546,0.00012988948,0.00016242515,0.00030184662,0.00003437188,0.0010939179,0.00008832147,0.00034098662],"category_scores_gemma":[0.00006461974,0.000046583587,0.000044639713,0.0008805475,0.0015330124,0.00042141738,0.000114705595,0.00017076256,0.00005548707],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000040306527,0.000017978584,0.7879137,0.000010702641,0.000007799171,1.1641122e-7,0.002023932,0.00053337245,0.19962344,0.000077850746,0.000014867241,0.009772232],"study_design_scores_gemma":[0.00013146325,0.000038326092,0.12540036,0.000013816471,0.00004119377,0.000030201141,0.0008353231,0.001312315,0.8680665,0.002771704,0.0012651654,0.000093652845],"about_ca_topic_score_codex":0.00082228164,"about_ca_topic_score_gemma":0.00016988545,"teacher_disagreement_score":0.668443,"about_ca_system_score_codex":0.000016161297,"about_ca_system_score_gemma":0.00011573293,"threshold_uncertainty_score":0.5648448},"labels":[],"label_agreement":null},{"id":"W2325157670","doi":"10.2166/wst.2012.056","title":"Net environmental benefit: introducing a new LCA approach on wastewater treatment systems","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Reuse","field":"Environmental Science","cited_by":68,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs; Government of Canada","keywords":"Life-cycle assessment; Sewage treatment; Wastewater; Environmental impact assessment; Environmental science; Environmental engineering; Engineering; Waste management; Production (economics); Ecology; Economics; Biology","score_opus":0.010215423319639634,"score_gpt":0.19846144218530642,"score_spread":0.1882460188656668,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2325157670","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99380946,0.00011808015,0.00008127715,0.0011625191,0.0005892396,0.0005127045,0.0000049967275,0.00021843279,0.0035033058],"genre_scores_gemma":[0.99113435,0.000020704441,0.0018926413,0.00005771886,0.00018486418,0.00008929253,0.000016557444,0.0000281757,0.006575675],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99684256,0.000025683807,0.00029064887,0.0008736119,0.0005091719,0.0014583314],"domain_scores_gemma":[0.998588,0.0000075744592,0.00006571045,0.0009995053,0.000002644464,0.0003365544],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00031396354,0.0003877526,0.00030056832,0.00043362752,0.00047255424,0.000102515885,0.0008259497,0.00018539935,0.0003747422],"category_scores_gemma":[0.000004894824,0.00021779649,0.00006963712,0.00052446633,0.0010774586,0.0006623664,0.0006542361,0.00015433921,0.0032608625],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000045181376,0.0012204517,0.10823665,0.00000616384,0.000038140828,0.0000182108,0.005566409,0.0071310294,0.86991715,0.00074735365,0.0006051242,0.0064681508],"study_design_scores_gemma":[0.0009870436,0.00090680626,0.0018455847,0.000013485129,0.00004990683,0.00020340558,0.00090233766,0.000701428,0.96119297,0.00022166008,0.03241018,0.00056519057],"about_ca_topic_score_codex":0.00023433189,"about_ca_topic_score_gemma":0.0000052969563,"teacher_disagreement_score":0.106391065,"about_ca_system_score_codex":0.0010095407,"about_ca_system_score_gemma":0.000012911956,"threshold_uncertainty_score":0.9975152},"labels":[],"label_agreement":null},{"id":"W2325586691","doi":"10.2166/wst.2013.272","title":"Perspectives on modelling micropollutants in wastewater treatment plants","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Pharmaceutical and Antibiotic Environmental Impacts","field":"Environmental Science","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydromantis Environmental Software Solutions (Canada); Université Laval","funders":"Institut National de Recherche en Sciences et Technologies pour l'Environnement et l'Agriculture; Canadian Water Network; National Health and Medical Research Council; Canada Research Chairs","keywords":"Sewage treatment; Biochemical engineering; Wastewater; Environmental science; Computer science; Environmental engineering; Engineering","score_opus":0.02025920841293215,"score_gpt":0.25446676093224335,"score_spread":0.2342075525193112,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2325586691","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9932818,0.000019821191,0.00005079526,0.0024768899,0.00006084593,0.00025081297,0.000002276173,0.00006299976,0.0037937541],"genre_scores_gemma":[0.9985625,0.00007113087,0.0007027134,0.0001415321,0.000007761636,0.000012834476,5.4832117e-7,0.000009004108,0.00049198774],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99822,0.000014292703,0.0001620479,0.00057110575,0.00024018968,0.00079234847],"domain_scores_gemma":[0.99954075,0.0000067233655,0.000020993635,0.0002946315,0.0000021265357,0.00013476466],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.000120591954,0.00017994017,0.00014980881,0.00028202782,0.00016585496,0.00004572461,0.00044882848,0.0000817912,0.0012924751],"category_scores_gemma":[0.0000050391964,0.00010525428,0.000025960047,0.0003811274,0.001687207,0.00038561094,0.00029425806,0.00013558417,0.0048765005],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008281212,0.00029653983,0.010454328,8.0416464e-7,0.0000020669177,0.000024624494,0.0015319166,0.0036047956,0.9787844,0.0000708504,0.000011233954,0.005210164],"study_design_scores_gemma":[0.00034870874,0.0002522028,0.0025108303,0.000012976657,0.0000021263043,0.000026631935,0.0013646987,0.007769196,0.98503834,0.0019325726,0.0005489739,0.00019276323],"about_ca_topic_score_codex":0.00029084395,"about_ca_topic_score_gemma":0.0000111703575,"teacher_disagreement_score":0.007943498,"about_ca_system_score_codex":0.00055071653,"about_ca_system_score_gemma":0.000006028168,"threshold_uncertainty_score":0.9996205},"labels":[],"label_agreement":null},{"id":"W2326872776","doi":"10.2166/wst.2012.601","title":"Treatment of synthetic wastewater and hog waste with reduced sludge generation by the multi-environment BioCAST technology","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality Monitoring and Analysis","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Ministère de l'Agriculture et de l'Alimentation; Concordia University; Ministère de l'Agriculture, des Pêcheries et de l'Alimentation","keywords":"Waste management; Wastewater; Environmental science; Sewage treatment; Environmental engineering; Engineering","score_opus":0.01865246511035453,"score_gpt":0.22959506066060098,"score_spread":0.21094259555024644,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2326872776","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9946869,0.00013465376,0.00049092615,0.004332821,0.0000712642,0.00019335902,0.0000034932468,0.00006026502,0.000026334741],"genre_scores_gemma":[0.9975055,0.00004035196,0.0019193902,0.000008642089,0.00002280348,0.00006773949,0.000002767058,0.000010997589,0.00042182804],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998373,0.000038282233,0.00022882574,0.00047072384,0.0002851094,0.0006041136],"domain_scores_gemma":[0.99920195,0.0000067569354,0.00007790641,0.0006238176,0.0000088896595,0.00008070063],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00032514377,0.00019589478,0.00020999751,0.00027570725,0.0003609262,0.00003083131,0.00041363656,0.0001214536,0.000037761063],"category_scores_gemma":[0.0000071233967,0.000093951974,0.000028187727,0.00059072714,0.003251318,0.00022686849,0.00030198676,0.00008490341,0.00007896714],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004072691,0.00016533078,0.023818972,0.0000017287534,0.000010988539,0.0000012625634,0.0009539248,0.00009904703,0.97022307,0.000030360443,0.000008181754,0.004683034],"study_design_scores_gemma":[0.00024663514,0.00033281153,0.0002321482,0.0000043001155,0.00004002425,0.000060538627,0.0008018042,0.00043281977,0.9963613,0.00004418429,0.0012971302,0.00014627265],"about_ca_topic_score_codex":0.00010948491,"about_ca_topic_score_gemma":0.0000030665192,"teacher_disagreement_score":0.026138235,"about_ca_system_score_codex":0.00018101392,"about_ca_system_score_gemma":0.0000057208194,"threshold_uncertainty_score":0.99946123},"labels":[],"label_agreement":null},{"id":"W2327040433","doi":"10.2166/wst.2013.297","title":"Combining adsorption with anodic oxidation as an innovative technique for removal and destruction of organics","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality Monitoring and Analysis","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Adsorption; Electrochemistry; Polishing; Effluent; Aqueous solution; Anode; Chemistry; Degradation (telecommunications); Waste management; Diesel fuel; Chemical engineering; Materials science; Environmental science; Environmental engineering; Electrode; Metallurgy; Organic chemistry; Computer science","score_opus":0.010053195936977972,"score_gpt":0.24127005786166433,"score_spread":0.23121686192468635,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2327040433","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97954607,0.0000010902091,0.019694744,0.0003711794,0.00002576626,0.00024813294,3.6554727e-7,0.00006872794,0.000043916945],"genre_scores_gemma":[0.97502047,0.0000013015848,0.024861572,0.000009455144,0.0000064021847,0.000055416258,0.000003930955,0.0000058150895,0.000035654346],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99911433,0.00001688448,0.00016127221,0.0003163836,0.00017795937,0.00021316462],"domain_scores_gemma":[0.9995768,0.000005684089,0.00008177872,0.00021172455,0.00008953913,0.000034487606],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044937566,0.00008181077,0.00010974909,0.0002944485,0.00016492174,0.000036916004,0.00022162682,0.00008173564,0.000022324128],"category_scores_gemma":[0.0000350459,0.000056136752,0.0000075184626,0.0012460031,0.0010374894,0.00067075976,0.00011988709,0.000074465606,0.0000124715225],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004181307,0.000018018725,0.012355816,0.0000030791134,0.000001766637,2.5558347e-7,0.00044794154,0.000017894865,0.98367375,0.0004600744,0.0000010995,0.003016098],"study_design_scores_gemma":[0.00012176839,0.00038344812,0.0022187266,0.0000098407445,0.0000064917235,0.000045190656,0.00048540285,0.0003383367,0.9851879,0.011071899,0.000042419408,0.000088616514],"about_ca_topic_score_codex":0.0002804604,"about_ca_topic_score_gemma":0.0000052955806,"teacher_disagreement_score":0.010611825,"about_ca_system_score_codex":0.00007155653,"about_ca_system_score_gemma":0.000013154439,"threshold_uncertainty_score":0.38226727},"labels":[],"label_agreement":null},{"id":"W2327134650","doi":"10.2166/wst.2014.407","title":"Should activated sludge models consider influent seeding of nitrifiers? Field characterization of nitrifying bacteria","year":2014,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Nitrifying bacteria; Activated sludge; Nitrification; Bioreactor; Autotroph; Seeding; Sewage treatment; Pulp and paper industry; Wastewater; Biomass (ecology); Environmental engineering; Environmental science; Biology; Environmental chemistry; Chemistry; Bacteria; Ecology; Botany; Agronomy; Engineering; Nitrogen","score_opus":0.022798347635457128,"score_gpt":0.23846061847882058,"score_spread":0.21566227084336345,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2327134650","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9966683,0.0000030703527,0.0018263219,0.00046081762,0.00011269545,0.00018766298,0.0000026675755,0.000076540346,0.00066192244],"genre_scores_gemma":[0.9970945,0.0000056735366,0.0027182014,0.00008073303,0.000009433684,0.000010600894,0.0000059116283,0.0000098729,0.0000650521],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99850166,0.000027448641,0.00034358285,0.00038033104,0.000321228,0.00042576113],"domain_scores_gemma":[0.99935764,0.00002077283,0.00015169772,0.0003635024,0.00004426614,0.000062126615],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003912864,0.000160844,0.00026005288,0.00042702703,0.0001419573,0.000023184184,0.00049942685,0.00017229586,0.00017321987],"category_scores_gemma":[0.000042642387,0.0001153699,0.00004573652,0.00083047716,0.0008426368,0.0006328387,0.00039672854,0.00012991497,0.000033864406],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021151815,0.00004248645,0.014742086,0.000007743319,0.000006585355,0.0000012460341,0.00041213725,0.000075755124,0.98234063,0.00025873366,0.0000032912724,0.0020881356],"study_design_scores_gemma":[0.00029540283,0.00015444479,0.0015317206,0.000019240288,0.000014872939,0.00000801403,0.000074987605,0.0016888004,0.9939781,0.0019084642,0.00019618521,0.00012976903],"about_ca_topic_score_codex":0.000082251616,"about_ca_topic_score_gemma":0.0000031172988,"teacher_disagreement_score":0.013210366,"about_ca_system_score_codex":0.00007444047,"about_ca_system_score_gemma":0.000016100641,"threshold_uncertainty_score":0.4704648},"labels":[],"label_agreement":null},{"id":"W2327221443","doi":"10.2166/wst.2012.407","title":"How reliable are odour assessments?","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Odor and Emission Control Technologies","field":"Chemical Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Process Research Ortech (Canada)","funders":"","keywords":"Grease; Scrubber; Environmental science; Waste management; Sampling (signal processing); Engineering; Chemistry; Filter (signal processing)","score_opus":0.025924852170641097,"score_gpt":0.26554480689845833,"score_spread":0.23961995472781722,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2327221443","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9226877,0.0005823278,0.028225038,0.035079755,0.0012756399,0.00024828315,0.0000034812233,0.0049163303,0.0069814255],"genre_scores_gemma":[0.9927505,0.000010417792,0.003772884,0.000089706606,0.0000593434,0.000034773202,7.9700106e-7,0.000014870116,0.0032666563],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99817824,0.0000031926038,0.00014276814,0.00033450927,0.0002761522,0.0010651331],"domain_scores_gemma":[0.9991227,0.000009889146,0.00004578142,0.00062960904,0.00007854348,0.000113476795],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033118183,0.00016262346,0.00020721817,0.00061018474,0.00020990625,0.00008337391,0.0010254227,0.0002693889,0.000054616827],"category_scores_gemma":[0.00023059334,0.000106618965,0.000039743136,0.0009691382,0.0005316636,0.0006908125,0.0005577271,0.00036105345,0.00015696768],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000023743016,0.000035510788,0.008432101,0.000008094143,0.0000040407413,0.0000039120146,0.00005174017,0.000020102985,0.9812457,0.0048265974,0.00039114463,0.004978656],"study_design_scores_gemma":[0.00016913662,0.000027062457,0.00014923513,0.000014936893,0.000006021031,0.000020843061,0.00049809855,0.0010493102,0.91409326,0.0012051349,0.08258964,0.00017734534],"about_ca_topic_score_codex":0.0000043668083,"about_ca_topic_score_gemma":3.1172578e-7,"teacher_disagreement_score":0.08219849,"about_ca_system_score_codex":0.00011480988,"about_ca_system_score_gemma":0.000017319362,"threshold_uncertainty_score":0.43477952},"labels":[],"label_agreement":null},{"id":"W2328738278","doi":"10.2166/wst.2011.537","title":"Investigating the spatial–temporal variation of nitrogen cycling in an urban river in the North China Plain","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Soil and Water Nutrient Dynamics","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"National Natural Science Foundation of China","keywords":"Nitrification; Cycling; Environmental science; Denitrification; Nitrogen cycle; Hydrology (agriculture); Effluent; Nutrient cycle; Aquatic ecosystem; Nitrate; Nutrient pollution; Nitrogen; Ammonium; Nutrient; Ecosystem; Vegetation (pathology); Organic matter; Biogeochemistry; Environmental chemistry; Ecology; Environmental engineering; Chemistry","score_opus":0.012717456352397651,"score_gpt":0.20255545407624612,"score_spread":0.18983799772384846,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2328738278","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987177,0.0000029889504,0.00032735153,0.0003816137,0.000057656547,0.00019494849,0.0000010195305,0.00002973733,0.0002869531],"genre_scores_gemma":[0.99876654,0.0000011521149,0.0011056986,0.00008844839,0.000007670667,0.000020863356,0.0000026504938,0.000004714979,0.0000022702186],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99873734,0.000073167546,0.0002556793,0.0003047259,0.00026728213,0.00036183055],"domain_scores_gemma":[0.9994826,0.000010737882,0.000082673985,0.00038939496,0.000007679026,0.000026942465],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010372004,0.000098007986,0.00010218859,0.00023314179,0.000174083,0.00001870674,0.0012200773,0.00006967002,0.000008393284],"category_scores_gemma":[0.000040099938,0.000050471994,0.000016282544,0.0012402032,0.0017464819,0.00037307575,0.0003354335,0.00021302061,0.000016790877],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002520635,0.000047587437,0.96633005,0.0000010197535,4.4314214e-7,0.0000030548063,0.03011305,0.00028849026,0.0021521877,0.00024051503,6.8062445e-7,0.00082038855],"study_design_scores_gemma":[0.00014827856,0.00008630266,0.91216564,0.00000593044,0.0000026488328,0.000004903198,0.00056245155,0.009847327,0.008196975,0.06888226,0.000009843408,0.000087415814],"about_ca_topic_score_codex":0.0050894893,"about_ca_topic_score_gemma":0.0024009307,"teacher_disagreement_score":0.06864174,"about_ca_system_score_codex":0.000073286334,"about_ca_system_score_gemma":0.000013758627,"threshold_uncertainty_score":0.76938194},"labels":[],"label_agreement":null},{"id":"W2328808993","doi":"10.2166/wst.2012.908","title":"Electrically enhanced MBR system for total nutrient removal in remote northern applications","year":2012,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":31,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Concordia University; University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Membrane bioreactor; Wastewater; Membrane fouling; Environmental science; Sewage treatment; Bioreactor; Extracellular polymeric substance; Pulp and paper industry; Chemical oxygen demand; Sewage; Environmental engineering; Fouling; Chemistry; Membrane; Engineering; Biology","score_opus":0.00603398880459128,"score_gpt":0.21610126654535752,"score_spread":0.21006727774076625,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2328808993","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98171794,0.000054341304,0.015239249,0.00036493616,0.0001252437,0.00088179193,0.00000233566,0.00019773343,0.0014164341],"genre_scores_gemma":[0.98300993,0.0000024074147,0.016355243,0.000020250838,0.000041739982,0.00018911259,0.0000047353233,0.000013802516,0.00036274982],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9978556,0.000016000155,0.00027139962,0.00051059667,0.00029192914,0.001054443],"domain_scores_gemma":[0.99933124,0.000012085733,0.000057284422,0.00045089883,0.000022998785,0.0001255039],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046842257,0.0001736929,0.0001899939,0.00035906167,0.00028113433,0.000029713134,0.00061566354,0.00013093853,0.000023426512],"category_scores_gemma":[0.000013832425,0.00012290508,0.000053959735,0.0014035422,0.00056780747,0.00031725763,0.00030024894,0.00011804984,0.0005660291],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000032132484,0.0001369232,0.0076857405,0.0000069098905,0.0000036405104,0.0000051153957,0.0003606704,0.00003670482,0.97750884,0.0008942496,0.0000058487417,0.013323218],"study_design_scores_gemma":[0.00044783778,0.00014180165,0.00080541376,0.0000071835575,0.000010951643,0.00015644738,0.00015111182,0.00044828752,0.99354374,0.0010942229,0.0029969811,0.00019599561],"about_ca_topic_score_codex":0.000069596026,"about_ca_topic_score_gemma":0.000065277774,"teacher_disagreement_score":0.016034918,"about_ca_system_score_codex":0.000699314,"about_ca_system_score_gemma":0.000022516964,"threshold_uncertainty_score":0.72753483},"labels":[],"label_agreement":null},{"id":"W2328842200","doi":"10.2166/wst.2011.145","title":"Enhanced nutrient removal MBR system with chemical addition for low effluent TP","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"EnviroSim (Canada)","funders":"","keywords":"Effluent; Activated sludge; Environmental science; Membrane bioreactor; Activated sludge model; Phosphorus; Enhanced biological phosphorus removal; Bioreactor; Environmental engineering; Precipitation; Process (computing); Chemistry; Process engineering; Waste management; Sewage treatment; Engineering; Computer science","score_opus":0.007836418254820616,"score_gpt":0.18800322830474478,"score_spread":0.18016681004992416,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2328842200","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9904594,0.000007639947,0.006635324,0.00012299455,0.00014021833,0.0005809127,0.000006807491,0.0002958795,0.0017508273],"genre_scores_gemma":[0.9760945,0.000001024553,0.023423327,0.000029204142,0.000021810149,0.00020852823,0.000010337611,0.000015433114,0.00019587384],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9979574,0.000010850856,0.0002171144,0.0007012324,0.0003586898,0.00075467705],"domain_scores_gemma":[0.9993149,0.00000601229,0.000065958695,0.0004632531,0.0000321123,0.000117768766],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024053732,0.00021080895,0.00020941507,0.00021186504,0.0002720917,0.000030431325,0.00067905645,0.0001315962,0.00018029001],"category_scores_gemma":[0.000008078906,0.00012760604,0.000052570806,0.00062504114,0.0014441225,0.00030057158,0.0002986712,0.00009712877,0.00045477954],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000117416545,0.00013958963,0.0004296334,0.000012731893,0.000008005457,0.000037541475,0.0005295213,0.0000067123437,0.9959207,0.0012442699,0.00003808182,0.0015157794],"study_design_scores_gemma":[0.00067546725,0.00039036505,0.000121831974,0.000030194942,0.000019942916,0.00021604916,0.00022984756,0.00027404755,0.99656725,0.0006976407,0.0005719614,0.00020538487],"about_ca_topic_score_codex":0.00003815424,"about_ca_topic_score_gemma":0.000009703175,"teacher_disagreement_score":0.016788004,"about_ca_system_score_codex":0.0003994389,"about_ca_system_score_gemma":0.000020389665,"threshold_uncertainty_score":0.5845423},"labels":[],"label_agreement":null},{"id":"W2328857305","doi":"10.2166/wst.2011.693","title":"Spatial and seasonal variations and ecotoxicological significance of sediment trace metal concentrations in Kebir-Rhumel basin (Northeast of Algeria)","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality and Pollution Assessment","field":"Environmental Science","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Environment and Climate Change Canada","funders":"","keywords":"Sediment; Trace metal; Environmental science; Structural basin; TRACE (psycholinguistics); Hydrology (agriculture); Environmental chemistry; Geology; Metal; Geomorphology; Chemistry; Geotechnical engineering","score_opus":0.023780145777093066,"score_gpt":0.24698138862455293,"score_spread":0.22320124284745987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2328857305","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.994117,0.000015202639,0.0038819038,0.0011955734,0.000053049505,0.00023432903,0.000017525892,0.00001909235,0.00046633137],"genre_scores_gemma":[0.99615544,0.000009527937,0.0037326682,0.000040365594,0.0000032573637,0.000027443593,0.0000011762857,0.000002424135,0.000027701832],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99887854,0.00005859901,0.00028093616,0.0003094957,0.0002123054,0.00026015475],"domain_scores_gemma":[0.9996596,0.000016410022,0.000084373314,0.00015917566,0.00001564725,0.00006482021],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00057845743,0.00008964773,0.00017113879,0.00013524124,0.00010266858,0.000009281519,0.00022820398,0.00008288616,0.00043449932],"category_scores_gemma":[0.000024171448,0.00006768953,0.000016295317,0.00038796166,0.002641337,0.000210603,0.00021766106,0.00009555921,0.0000065880204],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025002499,0.00036417783,0.36214632,0.000008447568,0.000006297299,0.0000034799154,0.0041370755,0.000040878454,0.6125571,0.017505547,0.000004438167,0.0032012053],"study_design_scores_gemma":[0.0003703514,0.0002877108,0.43975258,0.0000072486096,0.000011589616,0.000012760224,0.00034179058,0.001589902,0.5526896,0.0045565194,0.00025742294,0.00012249775],"about_ca_topic_score_codex":0.0006550109,"about_ca_topic_score_gemma":0.00036758208,"teacher_disagreement_score":0.077606246,"about_ca_system_score_codex":0.000059996433,"about_ca_system_score_gemma":0.00004089904,"threshold_uncertainty_score":0.9732116},"labels":[],"label_agreement":null},{"id":"W2329110941","doi":"10.2166/wst.2014.282","title":"Impact of polymeric membrane filtration of oil sands process water on organic compounds quantification","year":2014,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Petroleum Processing and Analysis","field":"Chemistry","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Wilfrid Laurier University; University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; Alberta Innovates","keywords":"Filtration (mathematics); Oil sands; Membrane; Environmental science; Process (computing); Chemistry; Waste management; Environmental chemistry; Materials science; Engineering; Asphalt; Computer science","score_opus":0.008555568932539425,"score_gpt":0.25994666071107936,"score_spread":0.2513910917785399,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2329110941","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99605966,0.0000143649095,0.0005154157,0.00032806347,0.000022547358,0.0000040802424,0.000002429936,0.000098527395,0.0029549417],"genre_scores_gemma":[0.9993416,0.0000052736723,0.000048029735,0.000007870678,0.000014767173,0.0000059756103,0.000020343465,0.00000883229,0.00054727955],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987291,0.000009777786,0.00030434752,0.00034672773,0.00028946393,0.0003205452],"domain_scores_gemma":[0.99915326,0.000009848132,0.00013831945,0.00047419238,0.00018775559,0.00003660985],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003238,0.00012763869,0.000253995,0.00059176446,0.00014118411,0.000028716227,0.00060689443,0.00013026471,0.0001509374],"category_scores_gemma":[0.00005622054,0.00007401516,0.00006147496,0.00087416545,0.0007569867,0.00016294404,0.00004782005,0.00012331872,0.00001734127],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014432484,0.000088950306,0.0029599592,0.00006640883,0.000010422627,1.8537061e-7,0.0002707507,0.000110074994,0.99074614,0.00004840386,0.000001144752,0.0056831082],"study_design_scores_gemma":[0.00017978004,0.00011264101,0.00012442819,0.000035482226,0.000021482663,0.000007500887,0.00008627976,0.0025858332,0.9965444,0.00017031135,0.000029424882,0.00010240699],"about_ca_topic_score_codex":0.000032893586,"about_ca_topic_score_gemma":0.0000029803848,"teacher_disagreement_score":0.0057982705,"about_ca_system_score_codex":0.000047792262,"about_ca_system_score_gemma":0.0000675701,"threshold_uncertainty_score":0.30182508},"labels":[],"label_agreement":null},{"id":"W2330361633","doi":"10.2166/wst.2014.145","title":"Removal of pharmaceuticals and personal care products in a membrane bioreactor wastewater treatment plant","year":2014,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Pharmaceutical and Antibiotic Environmental Impacts","field":"Environmental Science","cited_by":187,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Environment and Climate Change Canada","funders":"Health Canada","keywords":"Chemistry; Paraxanthine; Triclosan; Naproxen; Pharmacology; Triclocarban; Environmental impact of pharmaceuticals and personal care products; Chromatography; Wastewater; Medicine; Biochemistry; Waste management","score_opus":0.02044004899222262,"score_gpt":0.26421970895816504,"score_spread":0.24377965996594242,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2330361633","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9964539,0.00006979271,0.0000040066816,0.0019660953,0.000060102604,0.00020610074,0.000007803251,0.000033785695,0.0011984487],"genre_scores_gemma":[0.999009,0.00005252455,0.00072784605,0.00009452331,0.000010907122,0.000004854053,0.000002905448,0.0000071380214,0.000090276546],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984383,0.00002620084,0.0001945032,0.00051238475,0.0002634698,0.0005651543],"domain_scores_gemma":[0.9996051,0.000011731751,0.00003229348,0.00020866099,0.0000043113305,0.00013786484],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002505026,0.0001643508,0.0002105004,0.00020349446,0.000087129614,0.000016103999,0.00028063467,0.00007604774,0.0001500141],"category_scores_gemma":[0.000028734952,0.0000977466,0.000020504542,0.0004181118,0.0025915836,0.00020139093,0.00037079744,0.00010814673,0.000086147],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001868129,0.00011205228,0.016778506,0.000015420681,0.0000020654825,0.00003786005,0.001169723,0.000009664075,0.97256905,0.000054982473,0.0000018857835,0.009230109],"study_design_scores_gemma":[0.000533799,0.00025373758,0.0031842752,0.000016368127,0.000010745292,0.00023181955,0.00023304933,0.0009144777,0.9874502,0.00011543475,0.006915046,0.0001410927],"about_ca_topic_score_codex":0.0000725992,"about_ca_topic_score_gemma":0.000013384716,"teacher_disagreement_score":0.014881104,"about_ca_system_score_codex":0.0001921743,"about_ca_system_score_gemma":0.000011468701,"threshold_uncertainty_score":0.9548798},"labels":[],"label_agreement":null},{"id":"W2330367244","doi":"10.2166/wst.2011.191","title":"Evaluation of model parameters for simulating TiO2 coated UV reactors","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality Monitoring and Analysis","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Photocatalysis; Computational fluid dynamics; Mass transfer; Environmental science; Materials science; Chemical engineering; Nuclear engineering; Mechanics; Chemistry; Engineering; Physics; Catalysis; Organic chemistry","score_opus":0.1245902682747547,"score_gpt":0.3170498133352151,"score_spread":0.1924595450604604,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2330367244","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9921629,0.0000025768345,0.006805417,0.00010457596,0.00006933532,0.00017394639,0.0000018507114,0.000079170146,0.000600228],"genre_scores_gemma":[0.9894231,4.708394e-7,0.01044857,0.0000080166365,0.000003898649,0.000030883897,0.0000017508429,0.0000061033243,0.00007718362],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99841213,0.000033150973,0.00024868967,0.00036959376,0.0005827148,0.00035373343],"domain_scores_gemma":[0.9993932,0.000012723474,0.000089010515,0.00036209746,0.00009939628,0.000043517943],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0026407351,0.00009414774,0.00014110575,0.00028203358,0.00016862791,0.000012765607,0.00049479376,0.00008556844,0.00004216409],"category_scores_gemma":[0.00019568234,0.00006748837,0.000045735065,0.00070196437,0.0009276527,0.00025374323,0.00019135994,0.000065722306,0.00002761614],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006504693,0.00006495963,0.015564578,0.000003744816,0.000009549986,2.427328e-7,0.0025919646,0.047493055,0.92510015,0.000113477196,0.000008628138,0.009043144],"study_design_scores_gemma":[0.00012273161,0.00005189484,0.000312182,0.0000044723383,0.000045589873,5.2524405e-7,0.0001660422,0.2806225,0.707729,0.010855299,0.000011302161,0.00007849945],"about_ca_topic_score_codex":0.0002822492,"about_ca_topic_score_gemma":0.0000060008856,"teacher_disagreement_score":0.23312944,"about_ca_system_score_codex":0.00015896457,"about_ca_system_score_gemma":0.000022749702,"threshold_uncertainty_score":0.3417975},"labels":[],"label_agreement":null},{"id":"W2330443211","doi":"10.2166/wst.2010.295","title":"Optimal rainfall temporal patterns for urban drainage design in the context of climate change","year":2010,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrology and Drought Analysis","field":"Environmental Science","cited_by":38,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"McGill University","funders":"","keywords":"Downscaling; Storm; Environmental science; Surface runoff; Context (archaeology); Climate change; Drainage; Runoff model; Climatology; Stormwater; Hydrology (agriculture); Drainage basin; Meteorology; Geography; Geology; Cartography","score_opus":0.015304358609630706,"score_gpt":0.24222454431839033,"score_spread":0.22692018570875963,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2330443211","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9906934,0.0000055841506,0.004028807,0.004010934,0.000088735294,0.0004325367,0.000005738229,0.00003845354,0.00069583766],"genre_scores_gemma":[0.9964703,0.0000036773133,0.0028300418,0.0004795764,0.000017174543,0.00016531235,0.0000025915926,0.000005469411,0.000025888039],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985732,0.000039538827,0.00021930996,0.00038243108,0.00018585807,0.00059969426],"domain_scores_gemma":[0.99937767,0.00004139634,0.00006822192,0.0004658898,0.000012613127,0.000034193377],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019273778,0.00011664386,0.00017992828,0.00030141853,0.00022992799,0.000019934294,0.0012613006,0.00016590381,0.00016846065],"category_scores_gemma":[0.000057577778,0.00006815842,0.00005034609,0.00074374134,0.002199143,0.00028610593,0.00032880367,0.00023422242,0.00006226169],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000715749,0.00026067914,0.6930579,0.000012663141,0.0000085316515,0.000040431125,0.018459408,0.00022203609,0.26119703,0.0072032562,0.00012824379,0.01933824],"study_design_scores_gemma":[0.0031306697,0.0023948983,0.07370766,0.000032264263,0.00012108146,0.00018016351,0.007292873,0.056875564,0.8037859,0.025747143,0.02535069,0.0013810646],"about_ca_topic_score_codex":0.0002069974,"about_ca_topic_score_gemma":0.0008114524,"teacher_disagreement_score":0.61935025,"about_ca_system_score_codex":0.000025421947,"about_ca_system_score_gemma":0.000008976459,"threshold_uncertainty_score":0.8102834},"labels":[],"label_agreement":null},{"id":"W2330499967","doi":"10.2166/wst.2013.117","title":"Photo-degradation of butyl parahydroxybenzoate by using TiO2-supported catalyst","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Advanced Photocatalysis Techniques","field":"Energy","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique","funders":"","keywords":"Photocatalysis; Catalysis; Titanium dioxide; Adsorption; Degradation (telecommunications); Chemistry; Mineralization (soil science); Nuclear chemistry; Volumetric flow rate; Langmuir; Langmuir adsorption model; Titanium oxide; Chemical engineering; Organic chemistry; Nitrogen","score_opus":0.012122870252585558,"score_gpt":0.2591123220702409,"score_spread":0.2469894518176553,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2330499967","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9881676,0.000034902354,0.008747467,0.0002304311,0.000069060545,0.0004277759,0.0000067472934,0.0006225099,0.0016935047],"genre_scores_gemma":[0.99137706,0.00000812872,0.0076798755,0.000058409743,0.00000765872,0.00013173674,0.000052293606,0.000025602845,0.0006592473],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99780875,0.000020476187,0.0005065607,0.00061985117,0.00037594276,0.0006684195],"domain_scores_gemma":[0.9984377,0.000011290464,0.00021480193,0.00096997677,0.00028434003,0.00008190874],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031339694,0.00022401815,0.0003350876,0.0011063291,0.00020941644,0.000042441723,0.0010859524,0.000221859,0.00027466676],"category_scores_gemma":[0.00006197913,0.00017331974,0.00005654934,0.002006875,0.0015727634,0.0009004093,0.00034065795,0.00019177658,0.0001548316],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000024711308,0.000045070938,0.00046212418,0.000005674651,0.000007783103,0.0000017742957,0.00008533559,0.00011535991,0.99452037,0.00073715765,0.00011582071,0.0039010902],"study_design_scores_gemma":[0.00013544834,0.000060160804,0.000021231783,0.000012191293,0.0000171504,0.00002329514,0.00010053827,0.004150714,0.98384875,0.008116728,0.003295002,0.00021878339],"about_ca_topic_score_codex":0.002991859,"about_ca_topic_score_gemma":0.000056358833,"teacher_disagreement_score":0.010671581,"about_ca_system_score_codex":0.00016584039,"about_ca_system_score_gemma":0.000059283102,"threshold_uncertainty_score":0.7067774},"labels":[],"label_agreement":null},{"id":"W2331026742","doi":"10.2166/wst.2013.108","title":"Saturated and unsaturated flow through sloped compost filter beds of different particle sizes","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Surface runoff; Compost; Particle (ecology); Drainage; Flow (mathematics); Environmental science; Particle size; Turbulence; Volume (thermodynamics); Hydrology (agriculture); Flow conditions; Environmental engineering; Soil science; Chemistry; Geotechnical engineering; Geology; Mechanics; Waste management","score_opus":0.009493185269227827,"score_gpt":0.20457336496374415,"score_spread":0.19508017969451633,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2331026742","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9939319,0.000018740699,0.00080009195,0.003422229,0.000116411335,0.00037567777,0.0000029130222,0.00018433057,0.0011477149],"genre_scores_gemma":[0.9960919,0.000009258497,0.0030632983,0.00015195641,0.0000051764864,0.00004792592,0.000004428484,0.000009289375,0.0006167693],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982968,0.000027260776,0.00027098588,0.0004894044,0.00029626154,0.0006192976],"domain_scores_gemma":[0.9993227,0.000013702652,0.00006170854,0.0004896569,0.00003506239,0.0000771817],"candidate_categories":["sts","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00013743223,0.00017763663,0.00020490306,0.00014334057,0.00028387122,0.000071570896,0.000643118,0.00009241844,0.0010301936],"category_scores_gemma":[0.0000237389,0.00011264761,0.000024486182,0.0010245043,0.0031296227,0.0007822113,0.0010371123,0.00013964946,0.00048490075],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000053416593,0.00007990984,0.046928488,0.000004592602,0.000007801828,0.0000023601392,0.0008351536,0.00010221857,0.9492679,0.00041975558,0.0006157973,0.0017306504],"study_design_scores_gemma":[0.00045240775,0.0001959707,0.08071444,0.000012176473,0.000020414116,0.000012721704,0.0002899182,0.010862944,0.90023535,0.0048741656,0.0020429613,0.00028651653],"about_ca_topic_score_codex":0.00028767728,"about_ca_topic_score_gemma":0.00005632871,"teacher_disagreement_score":0.04903257,"about_ca_system_score_codex":0.00010203691,"about_ca_system_score_gemma":0.000005778477,"threshold_uncertainty_score":0.999883},"labels":[],"label_agreement":null},{"id":"W2331515190","doi":"10.2166/wst.2001.0727","title":"Comparison of static and dynamic disinfection models for bacteria and viruses in water of varying quality","year":2001,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Viral gastroenteritis research and epidemiology","field":"Medicine","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"American Water Works Association Research Foundation; Water Research Foundation","keywords":"Disinfectant; Chloramine; Chlorine; Environmental science; Indicator bacteria; Water quality; Water treatment; Pulp and paper industry; Microbiology; Chemistry; Environmental engineering; Fecal coliform; Biology; Ecology","score_opus":0.07826327096205261,"score_gpt":0.4253848636518613,"score_spread":0.3471215926898087,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2331515190","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9875281,0.000043462933,0.011076884,0.0010604273,0.00002557937,0.00022950735,0.0000032477199,0.000016710404,0.00001612302],"genre_scores_gemma":[0.99753016,0.0000693557,0.0023312485,0.000034095025,0.0000022626994,0.000018376864,0.0000039972983,0.0000036977178,0.0000068259883],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99896497,0.000033646094,0.00033696016,0.00022254729,0.00008438394,0.00035750453],"domain_scores_gemma":[0.99969083,0.0000148189665,0.00004272679,0.00013898,0.00006760933,0.000045033423],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006912183,0.00006582113,0.0003565264,0.0005114776,0.000043680564,0.0000054789075,0.00008194598,0.000065650696,0.0000051503293],"category_scores_gemma":[0.00012211989,0.00004052785,0.000015193622,0.0001712995,0.0010734885,0.00015921726,0.00012301232,0.00008854844,3.8331743e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016355663,0.000055179346,0.25083658,0.00007997694,0.0000031907575,0.0000013337996,0.00030982093,0.000040777522,0.7442405,0.00010342898,7.566096e-7,0.004164866],"study_design_scores_gemma":[0.0029768907,0.0036373218,0.1208146,0.00019432516,0.000022291584,0.00016121451,0.00076724746,0.10022578,0.74641764,0.024514303,0.0001059039,0.0001624708],"about_ca_topic_score_codex":0.00016575801,"about_ca_topic_score_gemma":0.00011926335,"teacher_disagreement_score":0.13002199,"about_ca_system_score_codex":0.00003146094,"about_ca_system_score_gemma":0.000014305249,"threshold_uncertainty_score":0.3955313},"labels":[],"label_agreement":null},{"id":"W2332013665","doi":"10.2166/wst.2014.370","title":"Evaluation of upgrading a full-scale activated sludge process integrated with floating biofilm carriers","year":2014,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Aeration; Clogging; Effluent; Activated sludge; Environmental science; Environmental engineering; Sewage treatment; Slurry; Wastewater; Chemical oxygen demand; Aerated lagoon; Sludge bulking; Mixed liquor suspended solids; Waste management; Pulp and paper industry; Engineering","score_opus":0.010899940348519859,"score_gpt":0.23744478832487642,"score_spread":0.22654484797635657,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2332013665","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99759924,0.0000051469915,0.00047749578,0.00022879419,0.00005539744,0.00030729134,0.0000013991304,0.00013881265,0.001186394],"genre_scores_gemma":[0.99409086,3.2606846e-7,0.005804953,0.000012615205,0.000006529427,0.000029935107,0.0000048108996,0.000011531668,0.00003843566],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99782705,0.00006218797,0.00020937598,0.000512769,0.0008687307,0.0005198756],"domain_scores_gemma":[0.9993413,0.000007661657,0.00010163781,0.00034548563,0.00012720059,0.00007673453],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001460703,0.0001759035,0.00019063367,0.00039455216,0.000274315,0.000032934608,0.000564551,0.000103347396,0.00015733119],"category_scores_gemma":[0.000065436434,0.00010449331,0.000025292382,0.001911355,0.0015717695,0.00040973737,0.00016355925,0.00013127914,0.00005068355],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019541783,0.000035022058,0.013096559,0.0000031793377,0.000007669701,9.878726e-7,0.0010716234,0.00058505853,0.9764052,0.000014588454,0.0000027876033,0.008757797],"study_design_scores_gemma":[0.00052132586,0.00032060422,0.00047791295,0.000021059679,0.0000535075,0.000032802895,0.0010343698,0.011289697,0.9853103,0.0007305703,0.00005446926,0.00015339219],"about_ca_topic_score_codex":0.00012773866,"about_ca_topic_score_gemma":0.00009706792,"teacher_disagreement_score":0.012618646,"about_ca_system_score_codex":0.00028961702,"about_ca_system_score_gemma":0.000063437634,"threshold_uncertainty_score":0.579125},"labels":[],"label_agreement":null},{"id":"W2332202147","doi":"10.2166/wst.2013.450","title":"Assessing the potential for restoration of surface permeability for permeable pavements through maintenance","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":72,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Guelph; University of Toronto","funders":"","keywords":"Clogging; Infiltration (HVAC); Stormwater; Permeability (electromagnetism); Environmental science; Geotechnical engineering; Engineering; Surface runoff; Materials science","score_opus":0.02020855176046181,"score_gpt":0.26991984667068913,"score_spread":0.2497112949102273,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2332202147","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8312186,0.000005795759,0.16175805,0.004833959,0.00022035168,0.0013386143,0.000004585749,0.00007136267,0.0005487028],"genre_scores_gemma":[0.975916,0.0000016680331,0.022784535,0.00011037767,0.00001177419,0.0002842084,0.0000042916245,0.000008992381,0.00087814167],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99829423,0.000021487922,0.00027839234,0.00048862287,0.00030109135,0.0006161668],"domain_scores_gemma":[0.9991537,0.000021761347,0.000108007465,0.00059447857,0.00009338745,0.00002867644],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00087380427,0.00012210922,0.0001340203,0.00007177782,0.0007793534,0.00011802231,0.0009382608,0.000072666,0.00014517277],"category_scores_gemma":[0.000090011235,0.00007397152,0.00005400278,0.00053221255,0.002406683,0.0016140593,0.0005031166,0.000076539865,0.00007073765],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006135588,0.00011092657,0.017077262,0.000020949046,0.0000071792224,2.1955395e-7,0.00084110233,0.006465065,0.9687486,0.0025739507,0.002815921,0.0013326785],"study_design_scores_gemma":[0.0012652322,0.0005614383,0.048106786,0.000030997948,0.00007434474,0.000009752441,0.004327566,0.13080332,0.6149624,0.16892786,0.030304605,0.00062569167],"about_ca_topic_score_codex":0.00031066677,"about_ca_topic_score_gemma":0.000032750922,"teacher_disagreement_score":0.3537862,"about_ca_system_score_codex":0.0002784516,"about_ca_system_score_gemma":0.000021218239,"threshold_uncertainty_score":0.88675237},"labels":[],"label_agreement":null},{"id":"W2332664793","doi":"10.2166/wst.2011.053","title":"Ozonation of endogenous residue and active biomass from a synthetic activated sludge","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"EnviroSim (Canada); Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Biodegradation; Chemistry; Activated sludge; Ozone; Lysis; Residue (chemistry); Solubilization; Biomass (ecology); Pulp and paper industry; Environmental chemistry; Waste management; Sewage treatment; Organic chemistry; Biochemistry; Agronomy; Biology","score_opus":0.020626344147204056,"score_gpt":0.20115906465232494,"score_spread":0.1805327205051209,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2332664793","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99761933,0.000016825956,0.000054500993,0.00014925163,0.00005978537,0.00016882818,0.000007817664,0.00008078937,0.0018428679],"genre_scores_gemma":[0.9958631,0.0000047710587,0.0040550013,0.0000090350295,0.0000035524185,0.000014373394,0.0000028593674,0.000007259213,0.000040087023],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99882984,0.000020141235,0.00015237677,0.0004346734,0.00021327789,0.00034966902],"domain_scores_gemma":[0.9995481,0.00000981579,0.000062785926,0.00030715525,0.00001585311,0.000056314224],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001409537,0.00012622935,0.0001493126,0.00029044645,0.00015742827,0.000011324734,0.0004278058,0.000102121376,0.00030307437],"category_scores_gemma":[0.000015654376,0.00008449674,0.000021554797,0.00059788406,0.0018172067,0.00030548786,0.0004172379,0.00006925912,0.00010876957],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030209656,0.00006897956,0.009341207,0.0000011530328,0.00000789294,0.000016141563,0.0019159238,3.6032182e-7,0.98429155,0.000063872845,0.0000013800285,0.004261342],"study_design_scores_gemma":[0.00021700865,0.00016399569,0.0070354836,0.0000050165618,0.000016328082,0.000031031355,0.00024172441,0.000020559924,0.9864393,0.005661368,0.0000643797,0.000103819926],"about_ca_topic_score_codex":0.0015037161,"about_ca_topic_score_gemma":0.00006620986,"teacher_disagreement_score":0.005597495,"about_ca_system_score_codex":0.00010282247,"about_ca_system_score_gemma":0.000013002123,"threshold_uncertainty_score":0.6695574},"labels":[],"label_agreement":null},{"id":"W2332834157","doi":"10.2166/wst.2015.507","title":"Tylosin effect on methanogenesis in an anaerobic biomass from swine wastewater treatment","year":2015,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Pharmaceutical and Antibiotic Environmental Impacts","field":"Environmental Science","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Centre de Recherche Industrielle du Québec","funders":"","keywords":"Tylosin; Methanogenesis; Biomass (ecology); Anaerobic digestion; Methane; Chemistry; Acetogenesis; Microorganism; Wastewater; Microbiology; Environmental chemistry; Antibiotics; Food science; Bacteria; Biology; Environmental engineering; Biochemistry; Ecology; Environmental science; Organic chemistry","score_opus":0.03214504407994845,"score_gpt":0.2931518040624,"score_spread":0.26100675998245154,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2332834157","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99740165,0.000021826385,0.000013407501,0.0014291281,0.00015129433,0.00023705157,0.000005844035,0.00010079015,0.00063898443],"genre_scores_gemma":[0.99895585,0.0000047582243,0.00066659664,0.00018363973,0.000016799762,0.000014367416,0.000007847515,0.000013207989,0.00013691139],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99788,0.00007285732,0.00019547963,0.0007326118,0.0003673856,0.0007516999],"domain_scores_gemma":[0.9991077,0.000015517822,0.000028543971,0.0005168179,0.0000029924727,0.00032839886],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0004252794,0.00024406046,0.00024226219,0.00032885026,0.00010464794,0.000043236767,0.0006486004,0.00012756074,0.00030614363],"category_scores_gemma":[0.000020690537,0.00014031917,0.00003409663,0.00080299226,0.0013722989,0.00041705187,0.00041370105,0.00010628414,0.0018007542],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003418174,0.00025400653,0.08050647,7.0499715e-7,0.0000026824498,0.00005476219,0.00020260218,0.00014529275,0.91087484,0.000008344865,0.0000074072286,0.007908727],"study_design_scores_gemma":[0.00077126705,0.0018754848,0.012105957,0.000008259559,0.000011424651,0.000009136681,0.000056848214,0.00044946294,0.9829348,0.00065813045,0.0009143692,0.00020486109],"about_ca_topic_score_codex":0.0006119616,"about_ca_topic_score_gemma":0.00013257805,"teacher_disagreement_score":0.07205998,"about_ca_system_score_codex":0.000700663,"about_ca_system_score_gemma":0.000011148736,"threshold_uncertainty_score":0.99897647},"labels":[],"label_agreement":null},{"id":"W2333309511","doi":"10.2166/wst.2011.257","title":"Long-term survival of Escherichia coli in lightweight aggregate filter media of constructed wastewater treatment wetlands","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Constructed Wetlands for Wastewater Treatment","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Health Canada","keywords":"Wetland; Term (time); Aggregate (composite); Wastewater; Environmental science; Filter (signal processing); Escherichia coli; Waste management; Environmental engineering; Chemistry; Pulp and paper industry; Ecology; Engineering; Materials science; Biology; Physics; Nanotechnology","score_opus":0.013761773387832202,"score_gpt":0.2128481854937685,"score_spread":0.1990864121059363,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2333309511","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99732995,0.000021133166,0.000018271856,0.000072472394,0.00030367312,0.00039450324,0.000019585053,0.000080221005,0.0017602136],"genre_scores_gemma":[0.99775326,0.000024514335,0.0020640143,0.0000051730576,0.000006711567,0.000048160604,0.000011361562,0.000018760229,0.000068064364],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9972387,0.00006294313,0.00067915133,0.0007275561,0.00045578013,0.0008358441],"domain_scores_gemma":[0.998745,0.000025107933,0.00019925836,0.00085260597,0.0000395421,0.00013848336],"candidate_categories":["sts","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00033708685,0.00034629312,0.00058270455,0.00080118893,0.000088004854,0.000014737225,0.0009862115,0.00021552845,0.0014833538],"category_scores_gemma":[0.000019453662,0.00021683173,0.00008735648,0.0014200626,0.0042227935,0.00030583263,0.00067065837,0.0001438535,0.000104480256],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000060608552,0.00017762599,0.60038227,0.000007638861,0.000015462587,0.00004501647,0.0016146895,0.000003502426,0.39631188,0.000090745474,4.5733356e-7,0.0012900973],"study_design_scores_gemma":[0.001151092,0.00036676595,0.24424364,0.000040716368,0.000026493817,0.000029625364,0.00014261315,0.000020837702,0.7529975,0.00076211605,0.000025618507,0.00019295355],"about_ca_topic_score_codex":0.00047055018,"about_ca_topic_score_gemma":0.0008927231,"teacher_disagreement_score":0.35668567,"about_ca_system_score_codex":0.00029995842,"about_ca_system_score_gemma":0.000058850434,"threshold_uncertainty_score":0.9994294},"labels":[],"label_agreement":null},{"id":"W2333751064","doi":"10.2166/wst.2011.328","title":"Retrofitting conventional primary clarifiers to activated primary clarifiers to enhance nutrient removal and energy conservation in WWTPs in Beijing, China","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"EnviroSim (Canada)","funders":"","keywords":"Clarifier; Effluent; Activated sludge; Environmental science; Nutrient; Wastewater; Sewage treatment; Environmental engineering; Waste management; Biomass (ecology); Pulp and paper industry; Phosphorus; Retrofitting; Chemistry; Ecology; Biology; Engineering","score_opus":0.008260853522217951,"score_gpt":0.21146881442224888,"score_spread":0.20320796090003093,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2333751064","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99474066,0.00001978535,0.00066743616,0.0017016524,0.00013952288,0.0002982906,0.0000019554286,0.000087269196,0.0023434157],"genre_scores_gemma":[0.9764176,0.000008976185,0.02223744,0.00075391406,0.000009094049,0.000064464846,0.00001082136,0.000013969288,0.00048373314],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9974495,0.00005508931,0.00039778085,0.00089719845,0.00040247024,0.0007979684],"domain_scores_gemma":[0.99937147,0.000011005633,0.000076576194,0.0003565092,0.000019446388,0.00016499318],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007736768,0.00023058725,0.00026783426,0.0009222067,0.00020845287,0.000039987375,0.0005812331,0.00023224788,0.00008572935],"category_scores_gemma":[0.00004186446,0.00019338762,0.00003147113,0.0019300934,0.0008212809,0.0005296548,0.0007368941,0.00028189627,0.00005533873],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001222242,0.0001314298,0.12798184,0.0000055779997,0.00000430637,0.000086388405,0.001442379,0.000021366206,0.86483437,0.00062823034,0.000048270806,0.004693631],"study_design_scores_gemma":[0.0004928574,0.00027087837,0.120968066,0.00004579657,0.000005944995,0.000065084336,0.00023108831,0.00009892198,0.8736502,0.002171765,0.0016997732,0.00029962283],"about_ca_topic_score_codex":0.0009442499,"about_ca_topic_score_gemma":0.00026303536,"teacher_disagreement_score":0.021570005,"about_ca_system_score_codex":0.0007840341,"about_ca_system_score_gemma":0.000055138786,"threshold_uncertainty_score":0.7886118},"labels":[],"label_agreement":null},{"id":"W2333863074","doi":"10.2166/wst.2013.116","title":"Investigation of chemical-free nutrient removal and recovery from CO2-rich wastewater","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Phosphorus and nutrient management","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; University of Manitoba","keywords":"Struvite; Aeration; Wastewater; Phosphorus; Pulp and paper industry; Chemistry; Precipitation; Fluidized bed; Seedbed; Manure; Environmental science; Waste management; Environmental engineering; Agronomy","score_opus":0.006486609926453576,"score_gpt":0.17496442918378444,"score_spread":0.16847781925733085,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2333863074","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99571365,0.000035587018,0.00008566528,0.0027397044,0.00011375662,0.00026106884,0.0000028560673,0.00006324963,0.0009844729],"genre_scores_gemma":[0.99540454,0.000024150037,0.004222174,0.0001394689,0.000007807644,0.00003337389,0.0000037709146,0.000006050397,0.00015867609],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985466,0.000010399552,0.00023069794,0.00049445516,0.00033245707,0.00038541472],"domain_scores_gemma":[0.9992239,0.000009813002,0.00006636005,0.0005950996,0.000019179888,0.00008566068],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025179467,0.00011901484,0.00014588589,0.00018556355,0.00009430081,0.000041425137,0.0007895333,0.00009018866,0.00039132152],"category_scores_gemma":[0.000038765014,0.00008198646,0.000017798331,0.00065813254,0.0019510225,0.00047308256,0.0016325737,0.00009514437,0.00025391922],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005372141,0.000018386336,0.017226018,0.000002745762,0.0000027034234,0.0000022760084,0.00029579294,0.000004969897,0.9791502,0.0002894268,0.0008879545,0.002114176],"study_design_scores_gemma":[0.00022349453,0.00007247446,0.003044327,0.000009368395,0.000006224721,0.000005149608,0.00009281219,0.00022085148,0.91543955,0.07883421,0.0019379384,0.00011359702],"about_ca_topic_score_codex":0.00046644523,"about_ca_topic_score_gemma":0.0000046766504,"teacher_disagreement_score":0.07854479,"about_ca_system_score_codex":0.00010412185,"about_ca_system_score_gemma":0.000006808108,"threshold_uncertainty_score":0.7188624},"labels":[],"label_agreement":null},{"id":"W2333931242","doi":"10.2166/wst.2011.637","title":"Evaluation of cattle bedding and grazing BMPs in an agricultural watershed in Alberta","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Soil and Water Nutrient Dynamics","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Agriculture Food and Rural Development","funders":"Alberta Crop Industry Development Fund","keywords":"Fencing; Riparian zone; Environmental science; Grazing; Water quality; Forage; Watershed; Phosphorus; Hydrology (agriculture); Agronomy; Ecology; Habitat; Biology; Engineering","score_opus":0.021848600326677858,"score_gpt":0.24021470609466664,"score_spread":0.2183661057679888,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2333931242","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99860835,0.0000055593987,0.000011305843,0.0002186046,0.00005511513,0.00014811537,2.3594244e-7,0.000018102603,0.0009346322],"genre_scores_gemma":[0.99952453,0.0000024211606,0.0004279883,0.000010997708,0.0000021123653,0.000018800432,0.000001883445,0.000003246404,0.000008028282],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9987586,0.000035081306,0.00018816984,0.00035254855,0.00031652465,0.00034904986],"domain_scores_gemma":[0.9997109,0.0000044455137,0.000033995315,0.00019050002,0.000022777658,0.000037391073],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011529371,0.00008583094,0.00011001895,0.00035388718,0.000061304745,0.000012977334,0.00037775922,0.000083260464,0.000018041197],"category_scores_gemma":[0.000032311516,0.00005471137,0.000008924139,0.0007944972,0.0008117272,0.0005719531,0.00030758532,0.00009555293,0.000017996072],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000036122613,0.00004489463,0.9538776,0.0000013696949,4.2324035e-7,9.571341e-7,0.0046366607,0.00021268021,0.038045295,0.000104033985,4.5149403e-7,0.003071994],"study_design_scores_gemma":[0.00042615726,0.00011684996,0.76894736,0.000013538424,0.0000071948666,0.00001233564,0.00083236437,0.00972259,0.19842851,0.02133888,0.000007097681,0.0001471199],"about_ca_topic_score_codex":0.0030344506,"about_ca_topic_score_gemma":0.00439612,"teacher_disagreement_score":0.18493026,"about_ca_system_score_codex":0.00013879946,"about_ca_system_score_gemma":0.000008415256,"threshold_uncertainty_score":0.4587202},"labels":[],"label_agreement":null},{"id":"W2334037568","doi":"10.2166/wst.2014.259","title":"Research on the infiltration processes of lawn soils of the Babao River in the Qilian Mountain","year":2014,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Soil erosion and sediment transport","field":"Agricultural and Biological Sciences","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Shaanxi Normal University","keywords":"Infiltration (HVAC); Lawn; Soil water; Hydrology (agriculture); Permeameter; Environmental science; Soil science; Geotechnical engineering; Geology; Hydraulic conductivity; Geography; Biology; Ecology","score_opus":0.04157169713549981,"score_gpt":0.27403461494267045,"score_spread":0.23246291780717065,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2334037568","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9755262,0.000006639267,0.0000015921917,0.022661865,0.000034206758,0.0001970407,0.0000014755341,0.0000138648265,0.001557114],"genre_scores_gemma":[0.99961436,0.0000072247153,0.000005848789,0.00028963128,0.00001229466,0.000023042874,8.7336826e-7,3.0632683e-7,0.00004643925],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99878913,0.00010937054,0.0001578797,0.00018601539,0.0005016161,0.0002559695],"domain_scores_gemma":[0.999476,0.00016729778,0.000039212875,0.00016408975,0.00014105065,0.000012322782],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0022777645,0.000057124966,0.00007897124,0.00006591269,0.000313425,0.000021939524,0.0013883148,0.000072657735,0.00002702356],"category_scores_gemma":[0.00014532173,0.000011172705,0.000022520402,0.0021734864,0.0022244789,0.00007967869,0.00008201256,0.00020063108,0.000008525803],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014210546,0.000127436,0.05263587,0.000008471184,0.0000010159794,3.3985887e-7,0.0018606567,0.000027876984,0.8967509,0.042127065,0.00008985891,0.0063562887],"study_design_scores_gemma":[0.00006486891,0.00032632577,0.122220606,0.00003051452,0.0000016103144,0.0000017511707,0.0029274747,0.000056784662,0.8574529,0.014058202,0.0028080319,0.000050901017],"about_ca_topic_score_codex":0.0002491655,"about_ca_topic_score_gemma":0.00085683184,"teacher_disagreement_score":0.069584735,"about_ca_system_score_codex":0.000011692695,"about_ca_system_score_gemma":0.000022074295,"threshold_uncertainty_score":0.8196185},"labels":[],"label_agreement":null},{"id":"W2334156641","doi":"10.2166/wst.2011.376","title":"Freeze–thaw treatment of RBC sludge from a remote mining exploration facility in subarctic Canada","year":2011,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Freezing and Crystallization Processes","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Turbidity; Environmental science; Dewatering; Fecal coliform; Rotating biological contactor; Waste management; Suspended solids; Pulp and paper industry; Environmental engineering; Sewage treatment; Wastewater; Water quality; Geology; Geotechnical engineering","score_opus":0.02572851323954795,"score_gpt":0.19703272334086547,"score_spread":0.17130421010131752,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2334156641","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9910849,0.000108063636,0.007901602,0.00009597205,0.000126494,0.000069614805,0.000012811226,0.00015090378,0.00044967546],"genre_scores_gemma":[0.99854195,0.000021960359,0.0013854497,0.0000050228673,0.0000032848397,0.000009520132,0.000006704445,0.0000045807683,0.000021528607],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99925154,0.000005804703,0.00018601162,0.00020058786,0.000120624594,0.00023541632],"domain_scores_gemma":[0.99964404,0.000006352468,0.000020617046,0.00025089792,0.000049249415,0.000028847557],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000072407696,0.0000896535,0.00012726807,0.0002747675,0.000043706103,0.00000845753,0.00023377905,0.00006207559,0.00003399531],"category_scores_gemma":[0.000024926656,0.00007107044,0.000009388479,0.0006102783,0.0001974848,0.00020719056,0.000028412816,0.000040429157,0.0000036216395],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024227447,0.00014888836,0.15525824,0.00010623052,0.000027453741,0.000062240564,0.025542378,0.009171201,0.75309557,0.0004890242,0.00006456369,0.05600998],"study_design_scores_gemma":[0.00017577095,0.00007445,0.0013959879,0.000015194192,0.000004376537,0.0000021656,0.0013439157,0.0042968937,0.98971623,0.0023491723,0.0005163078,0.00010954643],"about_ca_topic_score_codex":0.1591631,"about_ca_topic_score_gemma":0.34522092,"teacher_disagreement_score":0.23662065,"about_ca_system_score_codex":0.00016055742,"about_ca_system_score_gemma":0.00009983852,"threshold_uncertainty_score":0.8464361},"labels":[],"label_agreement":null},{"id":"W2335582423","doi":"10.2166/wst.2013.305","title":"Evaluation of the AquaCrop model for simulating yield response of winter wheat to water on the southern Loess Plateau of China","year":2013,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Climate change impacts on agriculture","field":"Agricultural and Biological Sciences","cited_by":49,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"","keywords":"Loess plateau; Environmental science; Biomass (ecology); Agronomy; Yield (engineering); Canopy; Loess; Soil fertility; Soil water; Irrigation; Field experiment; Water content; Grain yield; Soil science; Mathematics; Geology; Biology; Ecology","score_opus":0.06647933388266482,"score_gpt":0.27785488239794837,"score_spread":0.21137554851528356,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2335582423","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9783591,0.0000049664445,0.000023812234,0.020532722,0.000056143585,0.0009047801,0.000032526223,0.000021988388,0.000063950974],"genre_scores_gemma":[0.9995946,4.5734376e-7,0.00004535947,0.00014321525,0.000013815257,0.000057069163,0.0000016829833,0.000001241568,0.00014251043],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984947,0.00007589848,0.0002786819,0.00025785205,0.00052808726,0.00036481651],"domain_scores_gemma":[0.99899536,0.00013065198,0.00010748767,0.00021234377,0.00052030734,0.000033824035],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0022232458,0.00012004847,0.00017450958,0.000064296866,0.00019131429,0.00002605712,0.0009425002,0.00012273842,0.0001613412],"category_scores_gemma":[0.0006079993,0.000024164663,0.00007259029,0.00051994476,0.00046939167,0.00010778199,0.00031557088,0.000102346596,0.000015390184],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004786258,0.00003523259,0.00036323455,0.000003429688,0.0000031846555,2.4644365e-8,0.003598336,0.0026241483,0.9901761,0.000032746077,0.00003964511,0.0030760998],"study_design_scores_gemma":[0.00009136259,0.0003324698,0.0034629565,0.00005573619,0.00001383601,0.0000013510759,0.0022292715,0.024474839,0.966628,0.002613246,0.000019732057,0.00007718274],"about_ca_topic_score_codex":0.00013408203,"about_ca_topic_score_gemma":0.00016548524,"teacher_disagreement_score":0.023548039,"about_ca_system_score_codex":0.000045741715,"about_ca_system_score_gemma":0.000013215913,"threshold_uncertainty_score":0.1766573},"labels":[],"label_agreement":null},{"id":"W2336253119","doi":"10.2166/wst.2001.0440","title":"Ranking stormwater control strategies under uncertainty: the River Cam case study","year":2001,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique","funders":"","keywords":"Ranking (information retrieval); Water quality; Environmental science; Stormwater; Hydrology (agriculture); Environmental engineering; Wastewater; Dominance (genetics); Rank (graph theory); Monte Carlo method; Sewage treatment; Statistics; Mathematics; Computer science; Engineering; Surface runoff; Geotechnical engineering","score_opus":0.012814633761726828,"score_gpt":0.23941411193623766,"score_spread":0.22659947817451082,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2336253119","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98407304,0.0000144094565,0.00839806,0.0038261346,0.00027469796,0.0008075617,0.0000013103158,0.00033448482,0.0022702825],"genre_scores_gemma":[0.9983002,0.000002462466,0.00013434052,0.00040927398,0.00002579325,0.00012951938,6.9488055e-7,0.00001541462,0.0009823189],"study_design_codex":"observational","study_design_gemma":"qualitative","domain_scores_codex":[0.99726117,0.00007759479,0.00029001606,0.0007451011,0.00058613607,0.0010399712],"domain_scores_gemma":[0.9987949,0.000022623886,0.00006630234,0.0010027804,0.00003164307,0.000081758684],"candidate_categories":["sts","insufficient_payload"],"consensus_categories":["sts"],"category_scores_codex":[0.0010363724,0.00025221324,0.00019937326,0.000397275,0.0015415581,0.00022690855,0.001484946,0.00009055931,0.00062449457],"category_scores_gemma":[0.000013824429,0.00013916954,0.000049121405,0.0014697143,0.004498192,0.0009824744,0.0010542998,0.00029812695,0.000861941],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000083754516,0.0012775692,0.71782917,0.000007139742,0.0001638143,0.0062728813,0.04171185,0.14193244,0.073696196,0.0060643745,0.0017257658,0.0092350645],"study_design_scores_gemma":[0.016267056,0.0042487453,0.12003173,0.00005455506,0.0011474554,0.02309511,0.4426542,0.04815855,0.015525163,0.103570245,0.21927933,0.0059678825],"about_ca_topic_score_codex":0.0037700061,"about_ca_topic_score_gemma":0.0031434046,"teacher_disagreement_score":0.59779745,"about_ca_system_score_codex":0.0004594463,"about_ca_system_score_gemma":0.000027891938,"threshold_uncertainty_score":0.999916},"labels":[],"label_agreement":null},{"id":"W2336454118","doi":"10.2166/wst.2004.0878","title":"Microsensor measurement of oxygen concentration in biofilms: from one dimension to three dimensions","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Analytical Chemistry and Sensors","field":"Chemical Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Biofilm; Oxygen; Rotating biological contactor; Diffusion; Chemistry; Limiting oxygen concentration; Environmental chemistry; Chemical engineering; Wastewater; Environmental engineering; Environmental science; Bacteria; Geology; Thermodynamics","score_opus":0.019313876130423853,"score_gpt":0.2253503112321484,"score_spread":0.20603643510172456,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2336454118","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9946851,0.00003926095,0.002536217,0.0023846033,0.000052594845,0.00011992019,0.0000035737007,0.00008697174,0.00009175354],"genre_scores_gemma":[0.99598384,0.0000023490757,0.0039078826,0.0000716552,0.000010791792,0.0000060870134,0.0000025768638,0.000006408149,0.0000083898585],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99863756,0.0000034413647,0.0002756916,0.000363213,0.00033156262,0.0003885515],"domain_scores_gemma":[0.99942654,0.000008465278,0.000028411027,0.0003225993,0.00012587657,0.000088088666],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017698972,0.00011077084,0.00019387467,0.00017771867,0.000056883964,0.000008662912,0.0003131029,0.00013854791,0.000021618265],"category_scores_gemma":[0.00016855828,0.0000872128,0.000027860151,0.00074576604,0.0003781885,0.00007389174,0.0001488918,0.00015766159,0.00004666813],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013633789,0.000060234728,0.0004453342,0.0000045705206,0.000003494159,0.000004094833,0.00017808308,0.0024260292,0.9961738,0.0005831896,0.0000010788542,0.000106433254],"study_design_scores_gemma":[0.00032061333,0.000048671445,0.00032911394,0.000058453585,0.000007748411,0.0000016190128,0.00007801598,0.0010199433,0.9961313,0.0018435428,0.00004441443,0.00011655242],"about_ca_topic_score_codex":0.00014333996,"about_ca_topic_score_gemma":0.00003808973,"teacher_disagreement_score":0.002312948,"about_ca_system_score_codex":0.00021772923,"about_ca_system_score_gemma":0.00003195639,"threshold_uncertainty_score":0.35564348},"labels":[],"label_agreement":null},{"id":"W2338314495","doi":"10.2166/wst.2015.591","title":"Electrochemical removal of carbamazepine in water with Ti/PbO2 cylindrical mesh anode","year":2015,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Advanced Photocatalysis Techniques","field":"Energy","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique","funders":"","keywords":"Electrolysis; Anode; Electrochemistry; Electrolyte; Oxygen evolution; Central composite design; Chemistry; Chemical oxygen demand; Oxygen; Chemical engineering; Factorial experiment; Electrolysis of water; Supporting electrolyte; Electrode; Response surface methodology; Chromatography; Wastewater; Environmental engineering; Organic chemistry; Environmental science","score_opus":0.010632422540859051,"score_gpt":0.2542664292089768,"score_spread":0.24363400666811774,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2338314495","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9872613,0.00003893253,0.006171282,0.0009270089,0.000036032186,0.00022016029,5.702216e-7,0.0004430421,0.004901656],"genre_scores_gemma":[0.9754257,0.000004142183,0.024209447,0.00006494133,0.000017777029,0.00006903632,0.000010455333,0.000023754705,0.00017469998],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9975373,0.000024999075,0.00039349106,0.00065941183,0.00047524952,0.00090956106],"domain_scores_gemma":[0.9987532,0.000009165645,0.000058291705,0.0008300964,0.00023401727,0.00011522803],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005127244,0.00022057637,0.00041739145,0.0011066411,0.000049032013,0.000015404714,0.0011165452,0.00026134728,0.000021641355],"category_scores_gemma":[0.00008822794,0.0001282368,0.000036558074,0.0016641723,0.0017309942,0.00027633057,0.00046855732,0.0003798988,0.000040003542],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007134877,0.00007501387,0.00062471844,0.0000040174086,0.0000049018186,0.000088947156,0.00038855048,0.000056539713,0.99449503,0.0033061234,0.000008837111,0.00087594986],"study_design_scores_gemma":[0.0004359171,0.00032046906,0.0000137608895,0.000014529445,0.00000867122,0.00035585265,0.00008230396,0.0005201271,0.9754283,0.017725784,0.0048811575,0.00021311526],"about_ca_topic_score_codex":0.0001789787,"about_ca_topic_score_gemma":0.00017124778,"teacher_disagreement_score":0.019066742,"about_ca_system_score_codex":0.0002581252,"about_ca_system_score_gemma":0.000103867016,"threshold_uncertainty_score":0.63779205},"labels":[],"label_agreement":null},{"id":"W2339177931","doi":"10.2166/wst.2004.0290","title":"Batch experiment on H2S degradation by bacteria immobilised on activated carbons","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Odor and Emission Control Technologies","field":"Chemical Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Resources Canada","funders":"","keywords":"Biofilter; Biodegradation; Activated carbon; Pulp and paper industry; Adsorption; Waste management; Chemistry; Degradation (telecommunications); Activated sludge; Bioreactor; Chemical engineering; Environmental science; Environmental engineering; Sewage treatment; Organic chemistry; Engineering","score_opus":0.009920989875849948,"score_gpt":0.24048960674837627,"score_spread":0.23056861687252633,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2339177931","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99051076,0.000019173882,0.0009070008,0.005693352,0.00023514668,0.00019068152,0.000004046072,0.0014612764,0.0009785448],"genre_scores_gemma":[0.9989403,0.000007726934,0.00056874054,0.00010051874,0.000014491916,0.00008869665,0.000008201047,0.000018389626,0.0002529459],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982775,0.0000060818807,0.00022283748,0.0005772109,0.0002887388,0.00062762137],"domain_scores_gemma":[0.99915814,0.000020459753,0.000040996707,0.00065288827,0.000048215705,0.00007932241],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014111567,0.00022243983,0.00021295458,0.00058364694,0.00019071849,0.000044565666,0.00079095206,0.00029102122,0.000059901813],"category_scores_gemma":[0.00019316754,0.00015178983,0.000040948427,0.0008010827,0.00045838108,0.00016321431,0.00018562954,0.00033575605,0.00011073171],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024361738,0.00009113052,0.000014298078,0.000002522373,0.000003665945,0.000003773395,0.00008847523,0.0003169571,0.9950062,0.001964806,0.00006636415,0.0024174561],"study_design_scores_gemma":[0.00061366695,0.00025368173,0.000011727698,0.000035403787,0.0000033669778,0.0000042866523,0.0001921312,0.00024119017,0.9953823,0.0011338586,0.0019225705,0.00020577999],"about_ca_topic_score_codex":0.00003093719,"about_ca_topic_score_gemma":0.0000013476317,"teacher_disagreement_score":0.0084295105,"about_ca_system_score_codex":0.00038749652,"about_ca_system_score_gemma":0.00004598985,"threshold_uncertainty_score":0.618981},"labels":[],"label_agreement":null},{"id":"W2339861068","doi":"10.2166/wst.2003.0401","title":"Impact of temperature on performance, microbiological, and hydrodynamic aspects of UASB reactors treating municipal wastewater","year":2003,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":46,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina; University of New Brunswick","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Chemical oxygen demand; Wastewater; Hydraulic retention time; Sewage treatment; Chemistry; Bioreactor; Pulp and paper industry; Environmental science; Waste management; Environmental engineering; Engineering","score_opus":0.006578381100948937,"score_gpt":0.21815421773576393,"score_spread":0.211575836634815,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2339861068","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997344,0.000017362196,2.4659136e-7,0.000030560703,0.00004009117,0.00015939731,0.0000040264395,0.00003973231,0.0023645388],"genre_scores_gemma":[0.9990583,0.000014007055,0.00077356864,0.000005715597,0.0000030890394,0.0000056788945,0.000003420032,0.000008498376,0.00012773652],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99858886,0.000031641266,0.00024589317,0.00044238768,0.00017659005,0.0005146369],"domain_scores_gemma":[0.9994304,0.000011761726,0.00008512372,0.00039485548,0.00001411994,0.000063723935],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026969676,0.00021093866,0.000277102,0.0003434057,0.00016503043,0.000016262278,0.0003896111,0.00015700422,0.00014594801],"category_scores_gemma":[0.00002033835,0.000110473244,0.000065488035,0.000676819,0.0019235637,0.00019518375,0.00022232374,0.00015414598,0.0000324712],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018209963,0.00009282198,0.09725058,0.00000369869,0.000009150643,0.0000048008706,0.00033781986,0.00016517582,0.9017981,0.00007675806,0.0000019621625,0.0002408717],"study_design_scores_gemma":[0.00033801622,0.0012762669,0.016754825,0.00001932234,0.00001227508,0.00008498071,0.00010230059,0.00015991468,0.9808102,0.00027102392,0.00003221044,0.00013864117],"about_ca_topic_score_codex":0.000085690604,"about_ca_topic_score_gemma":0.000010293557,"teacher_disagreement_score":0.08049575,"about_ca_system_score_codex":0.0001333699,"about_ca_system_score_gemma":0.000017600481,"threshold_uncertainty_score":0.708745},"labels":[],"label_agreement":null},{"id":"W2341059111","doi":"10.2166/wst.2004.0586","title":"Removal of geosmin and 2-methylisoborneol by biological filtration","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Aquatic Ecosystems and Phytoplankton Dynamics","field":"Environmental Science","cited_by":57,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Geosmin; Chemistry; Biofilter; Potassium permanganate; Filtration (mathematics); Biodegradation; Water treatment; Chlorine; Environmental chemistry; Pulp and paper industry; Ozone; Odor; Powdered activated carbon treatment; Permanganate; Activated carbon; Sand filter; Environmental engineering; Adsorption; Wastewater; Organic chemistry; Environmental science","score_opus":0.005953116181996545,"score_gpt":0.20381454484841965,"score_spread":0.19786142866642312,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2341059111","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99251765,0.000038615915,0.004891064,0.00083097816,0.00005269031,0.00011227547,0.0000054001775,0.000043114356,0.0015082055],"genre_scores_gemma":[0.9952282,0.000013361381,0.0046206308,0.000045386143,0.000003989413,0.000006591864,0.000002971743,0.0000026989524,0.000076220655],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991037,0.000009356474,0.00017459497,0.00029898566,0.00015541194,0.0002579144],"domain_scores_gemma":[0.9996853,0.0000060480315,0.000049780974,0.00020640502,0.000008664082,0.00004381808],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035885887,0.00007889517,0.00012061994,0.00009205458,0.00011594339,0.000013160208,0.00032230897,0.00010801833,0.00009145892],"category_scores_gemma":[0.000035140023,0.00005081026,0.000012806122,0.00042924203,0.0015588194,0.00014722947,0.00021840232,0.00008129454,0.000061293395],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003551646,0.000037144557,0.010647312,0.0000033365347,0.0000012371679,0.000011062579,0.00027951977,0.0001876744,0.97557247,0.0066414406,0.000028850076,0.0065863915],"study_design_scores_gemma":[0.00057147397,0.00057238183,0.008059883,0.000020147601,0.00000662026,0.00063395745,0.0002915693,0.0021116107,0.92538947,0.052525084,0.009487369,0.00033041663],"about_ca_topic_score_codex":0.0002205587,"about_ca_topic_score_gemma":0.00005138435,"teacher_disagreement_score":0.050182994,"about_ca_system_score_codex":0.00006132918,"about_ca_system_score_gemma":0.000011013471,"threshold_uncertainty_score":0.5743535},"labels":[],"label_agreement":null},{"id":"W2341066807","doi":"10.2166/wst.2015.321","title":"Evaluation of flow hydrodynamics in a pilot-scale dissolved air flotation tank: a comparison between CFD and experimental measurements","year":2015,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Minerals Flotation and Separation Techniques","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Computational fluid dynamics; Dissolved air flotation; Bubble; Mechanics; Flow (mathematics); Particle (ecology); SCALE-UP; Residence time (fluid dynamics); Multiphase flow; Residence time distribution; Work (physics); Environmental science; CFD-DEM; Phase (matter); Chemistry; Engineering; Environmental engineering; Mechanical engineering; Geotechnical engineering; Geology; Physics","score_opus":0.07879140509171588,"score_gpt":0.33892739000857675,"score_spread":0.26013598491686085,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2341066807","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9961731,0.000026977912,0.0016707353,0.00035280615,0.000050316088,0.0004222586,0.0000016174325,0.00008243435,0.0012197787],"genre_scores_gemma":[0.9957243,8.9553566e-7,0.0041376497,0.000024230787,0.0000048034785,0.000074953656,0.000008915508,0.0000058185205,0.000018391656],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99797237,0.00008539445,0.00034636928,0.00035548006,0.0009973382,0.00024302241],"domain_scores_gemma":[0.9995167,0.00000569056,0.00009014176,0.00021743936,0.000094928764,0.00007510073],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0024206308,0.00011037971,0.00017695622,0.00037052206,0.00008401217,0.000019020676,0.00028375888,0.000070779795,0.000050557574],"category_scores_gemma":[0.00008265155,0.00009077633,0.000012213081,0.000736397,0.0007291227,0.00043000712,0.00018708032,0.00008271348,0.000026193937],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013037285,0.00013874915,0.14677529,0.0000016346336,0.0000019801587,2.18474e-7,0.0033019874,0.0051017464,0.8385529,0.000028919736,0.00004961495,0.0060339337],"study_design_scores_gemma":[0.00070854113,0.0003266337,0.021304933,0.000008301801,0.000011484842,0.0000017428853,0.000568142,0.19160342,0.78344136,0.0018367334,0.000063266954,0.00012544192],"about_ca_topic_score_codex":0.00015209653,"about_ca_topic_score_gemma":0.00039705762,"teacher_disagreement_score":0.18650167,"about_ca_system_score_codex":0.00042242205,"about_ca_system_score_gemma":0.00003954769,"threshold_uncertainty_score":0.37017512},"labels":[],"label_agreement":null},{"id":"W2341815879","doi":"10.2166/wst.2004.0550","title":"An analytical method for shipboard extraction of the odour compounds, 2-methylisoborneol and geosmin","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Environmental Chemistry and Analysis","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Ministry of Environment; Ontario Clean Water Agency","funders":"Ontario Water Consortium","keywords":"Geosmin; Dichloromethane; Environmental chemistry; Extraction (chemistry); Environmental science; Reagent; Reproducibility; Chemistry; Chromatography; Odor","score_opus":0.012565954163244391,"score_gpt":0.27893951995476457,"score_spread":0.26637356579152016,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2341815879","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97446847,0.000008592107,0.022868065,0.002098244,0.000028173305,0.00011209418,0.0000033070169,0.000028668243,0.00038437673],"genre_scores_gemma":[0.9747752,0.0000036149636,0.025019333,0.00007983257,0.00000805997,0.000012803178,0.0000013173244,0.00000459773,0.00009524025],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998901,0.000015977319,0.0001650861,0.0004064948,0.00022556071,0.00028585226],"domain_scores_gemma":[0.99947226,0.000015077373,0.000055883975,0.00038736087,0.000006581283,0.00006283169],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005387877,0.00009786362,0.00013291047,0.00008227413,0.00027451135,0.000022723618,0.00058578415,0.00009602419,0.000064707354],"category_scores_gemma":[0.00003146889,0.0000596402,0.000046788537,0.0005407966,0.0021174783,0.0002574645,0.00027127156,0.00012379969,0.000010559144],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000051213074,0.00006190523,0.014055841,0.0000033703811,0.000002856977,6.675988e-7,0.00010754694,0.0012683873,0.98170537,0.00035482942,0.0000051878064,0.0024289424],"study_design_scores_gemma":[0.00019136758,0.00007429403,0.0065982393,0.000004942697,0.000025761827,0.000028900695,0.0002380955,0.002802768,0.97974694,0.009690245,0.0005035313,0.00009489402],"about_ca_topic_score_codex":0.00008965039,"about_ca_topic_score_gemma":0.000027682045,"teacher_disagreement_score":0.009335415,"about_ca_system_score_codex":0.00011426403,"about_ca_system_score_gemma":0.000008735246,"threshold_uncertainty_score":0.7801937},"labels":[],"label_agreement":null},{"id":"W2342363722","doi":"10.2166/wst.2004.0633","title":"Integrated, long term, sustainable, cost effective biosolids management at a large Canadian wastewater treatment facility","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Heavy metals in environment","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Toronto","funders":"","keywords":"Biosolids; Environmental science; Waste management; Lime; Sewage treatment; Land reclamation; Sewage sludge; Sustainability; Sewerage; Wastewater; Environmental engineering; Engineering","score_opus":0.0053270900298643875,"score_gpt":0.21735706418433762,"score_spread":0.21202997415447322,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2342363722","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9901521,0.000021873868,0.0009392382,0.0019267746,0.0001795724,0.002520239,0.00003151999,0.0001812072,0.0040474595],"genre_scores_gemma":[0.99474144,0.000025434321,0.0008405071,0.00020028224,0.000007773525,0.0008901808,0.000021506024,0.000017547718,0.0032553496],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99553734,0.000055286215,0.0003202482,0.001240259,0.00050917594,0.0023376937],"domain_scores_gemma":[0.99834144,0.0000072181524,0.000047915193,0.0011268872,0.000015528087,0.00046100668],"candidate_categories":["metaepi_narrow","sts","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0008391829,0.0004047558,0.0003042343,0.0007427871,0.0010152073,0.00008255015,0.0011049663,0.00021731887,0.0011272281],"category_scores_gemma":[0.000022167336,0.00027093003,0.000075690936,0.0012954584,0.0027314494,0.00044411747,0.0015406039,0.000213894,0.004308725],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001350472,0.0019293681,0.58852035,0.00009876711,0.00017215178,0.005877215,0.008552666,0.009164473,0.25438863,0.0034578047,0.0002329923,0.12747055],"study_design_scores_gemma":[0.0015889908,0.00057235255,0.052587703,0.000020596879,0.00004386721,0.00014406664,0.0010672492,0.00006121373,0.82270145,0.0012677991,0.11927631,0.0006683764],"about_ca_topic_score_codex":0.016783642,"about_ca_topic_score_gemma":0.034873698,"teacher_disagreement_score":0.5683128,"about_ca_system_score_codex":0.015277045,"about_ca_system_score_gemma":0.000068231646,"threshold_uncertainty_score":0.99998254},"labels":[],"label_agreement":null},{"id":"W2342643911","doi":"10.2166/wst.2015.127","title":"Understanding the contribution of biofilm in an integrated fixed-film-activated sludge system (IFAS) designed for nitrogen removal","year":2015,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Nitrification; Activated sludge; Chemistry; Environmental engineering; Ammonia; Ammonium; Biomass (ecology); Autotroph; Pulp and paper industry; Nitrogen; Waste management; Environmental science; Environmental chemistry; Sewage treatment; Ecology; Engineering","score_opus":0.045648660534990136,"score_gpt":0.2505297164438062,"score_spread":0.20488105590881608,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2342643911","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9857059,0.000013949321,0.012760426,0.00037269611,0.00012969975,0.0007110677,0.000007912907,0.0001516684,0.00014665734],"genre_scores_gemma":[0.99550396,6.54808e-7,0.0043503493,0.000016523738,0.000009678848,0.000059374597,0.000020446596,0.000011898112,0.00002713054],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99813616,0.00008287543,0.00032531578,0.00046931946,0.00033555305,0.0006507869],"domain_scores_gemma":[0.99928385,0.000023239301,0.00010649149,0.0004184056,0.00006716966,0.000100870406],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001148944,0.00018791798,0.00025169164,0.00040371277,0.00025683094,0.00005017242,0.0008113289,0.00016772654,0.00001556377],"category_scores_gemma":[0.00006218327,0.00010641105,0.000045263998,0.0015981691,0.0013863601,0.00046487167,0.00023507884,0.00012080136,0.00003442576],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013571206,0.00006621393,0.015104864,0.0000029301768,0.0000073270103,0.00001660545,0.00059086835,0.00029230275,0.9817653,0.0017564533,0.000021978844,0.00023947249],"study_design_scores_gemma":[0.0010052816,0.00043750808,0.00008763235,0.000017789374,0.000017691824,0.000072911855,0.0040467246,0.005094011,0.9851931,0.0037089847,0.00016979247,0.0001485899],"about_ca_topic_score_codex":0.00018664707,"about_ca_topic_score_gemma":0.00014110103,"teacher_disagreement_score":0.015017231,"about_ca_system_score_codex":0.001302144,"about_ca_system_score_gemma":0.000069119385,"threshold_uncertainty_score":0.5108102},"labels":[],"label_agreement":null},{"id":"W2345425788","doi":"10.2166/wst.2016.043","title":"A comparative study of the hydroxyl radical scavenging capacity of activated sludge and membrane bioreactor wastewater effluents","year":2016,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Advanced oxidation water treatment","field":"Environmental Science","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Chemistry; Scavenging; Effluent; Wastewater; Membrane bioreactor; Activated sludge; Alkalinity; Hydroxyl radical; Environmental chemistry; Scavenger; Pulp and paper industry; Bioreactor; Environmental engineering; Radical; Organic chemistry; Environmental science","score_opus":0.014556598377297376,"score_gpt":0.23883551466041464,"score_spread":0.22427891628311727,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2345425788","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988347,0.0000017905171,0.00014178343,0.00042646498,0.000055746525,0.00042815515,0.0000043625478,0.00003870321,0.000068245026],"genre_scores_gemma":[0.9992759,0.0000012024158,0.00063709676,0.000007808003,0.0000020123678,0.000021879054,2.133184e-7,0.0000053698736,0.000048504517],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99857885,0.000049040085,0.00025304512,0.0004160776,0.0003700057,0.0003329937],"domain_scores_gemma":[0.9993087,0.000021525653,0.00011332836,0.00048112866,0.000019962237,0.00005536956],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00022714089,0.00014172807,0.00023752385,0.00019291622,0.00015709428,0.000007267491,0.0006023671,0.000059811682,0.000062324856],"category_scores_gemma":[0.000024353141,0.000060356604,0.000022219943,0.00064277067,0.0035338236,0.00033127982,0.0005759207,0.00008056591,0.000022877919],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001317883,0.00016816621,0.05483204,0.0000019736876,0.000008363744,8.965452e-7,0.002045372,0.0000581364,0.9424886,0.000018379138,7.761961e-7,0.0003640994],"study_design_scores_gemma":[0.00075308996,0.00021431854,0.012879813,0.000019686644,0.00001115792,0.0000073633287,0.0003519938,0.000043469056,0.98507357,0.0005148761,0.00004498202,0.000085671614],"about_ca_topic_score_codex":0.00006537335,"about_ca_topic_score_gemma":0.000015204836,"teacher_disagreement_score":0.04258496,"about_ca_system_score_codex":0.00015426503,"about_ca_system_score_gemma":0.000007981152,"threshold_uncertainty_score":0.999178},"labels":[],"label_agreement":null},{"id":"W2398560927","doi":"10.2166/wst.2002.0344","title":"Simultaneous production of biopesticide and alkaline proteases by Bacillus thuringiensis using sewage sludge as a raw material","year":2002,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Protein Hydrolysis and Bioactive Peptides","field":"Biochemistry, Genetics and Molecular Biology","cited_by":64,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique","funders":"Natural Sciences and Engineering Research Council of Canada; U.S. Environmental Protection Agency","keywords":"Proteases; Biopesticide; Protease; Food science; Chemistry; Bacillus thuringiensis; Wastewater; Microbiology; Biology; Enzyme; Biochemistry; Bacteria; Environmental engineering; Pesticide; Agronomy; Environmental science","score_opus":0.008705160175464601,"score_gpt":0.22637740709585719,"score_spread":0.21767224692039258,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2398560927","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985762,0.00024271593,0.00029469727,0.0004005953,0.00009578585,0.00030258464,0.000011909888,0.000033113218,0.000042344545],"genre_scores_gemma":[0.99841654,0.00006634099,0.0011958247,0.000036547284,0.000048373528,0.000018625517,0.0000082742,0.00000997104,0.00019952623],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99874735,0.000020903602,0.00019766278,0.00053824345,0.00015486388,0.00034095746],"domain_scores_gemma":[0.99939847,0.0000028811808,0.00008317016,0.0003374108,0.0001292373,0.000048816826],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020952267,0.00014778599,0.00016955798,0.00022162593,0.00016976096,0.00003418773,0.0002777137,0.00014447057,0.000027747186],"category_scores_gemma":[0.0002551405,0.00010604441,0.000028099259,0.00032391722,0.0013631965,0.000016350115,0.00032913368,0.00006041325,0.000006022055],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028841267,0.00005705654,0.0001987634,0.00001217637,0.000009645076,0.000005994783,0.00004080194,0.00008068165,0.99639976,0.000008099935,0.000016489632,0.0031416647],"study_design_scores_gemma":[0.0001406592,0.00039246643,0.000007840494,0.000013908261,0.000015787433,0.00016887701,0.000043176904,0.00084067223,0.9960409,0.000096893935,0.002087712,0.00015109581],"about_ca_topic_score_codex":0.00007069456,"about_ca_topic_score_gemma":0.0000048915695,"teacher_disagreement_score":0.0029905688,"about_ca_system_score_codex":0.00001879026,"about_ca_system_score_gemma":0.000019080811,"threshold_uncertainty_score":0.50227547},"labels":[],"label_agreement":null},{"id":"W2400964531","doi":"10.2166/wst.2004.0176","title":"Innovative uses of vegetated drainage ditches for reducing agricultural runoff","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Pesticide and Herbicide Environmental Studies","field":"Environmental Science","cited_by":108,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"Stichting Nederlands Oogheelkundig Onderzoek; U.S. Department of Agriculture","keywords":"Ditch; Surface runoff; Environmental science; Drainage; Hydrology (agriculture); Vegetation (pathology); Sediment; Environmental engineering; Geology; Ecology; Geotechnical engineering","score_opus":0.009484253126128368,"score_gpt":0.22665159370753718,"score_spread":0.21716734058140882,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2400964531","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99443626,0.000037143494,0.0009880558,0.0016608256,0.00009018473,0.00027090666,0.000003904601,0.00008487965,0.0024278418],"genre_scores_gemma":[0.9947159,0.0000051436,0.005020908,0.00007121393,0.000011753346,0.00005439574,0.000003078944,0.000006772826,0.00011077723],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99856895,0.0000056595536,0.00024469936,0.00042648832,0.00024130485,0.0005128842],"domain_scores_gemma":[0.9996205,0.000014090015,0.0000812984,0.00021949726,0.00002530942,0.000039300427],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00024204279,0.0001503028,0.00019936344,0.00017177941,0.00037505996,0.000017084321,0.0005421325,0.00007578827,0.00008343524],"category_scores_gemma":[0.000083994455,0.000094419265,0.000032386306,0.0013337983,0.0032282441,0.000362595,0.0005910073,0.00010061905,0.00008408858],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000054777847,0.00005734811,0.0064009014,0.000005105912,0.000005523129,0.0000026504506,0.0013623901,0.0011584274,0.9884702,0.0012423791,0.00002567754,0.0012638929],"study_design_scores_gemma":[0.00027421242,0.00022663841,0.06098006,0.000019220728,0.00000795547,0.000011834698,0.00086162507,0.000011491449,0.92305416,0.013933517,0.00046400994,0.00015526864],"about_ca_topic_score_codex":0.00021101594,"about_ca_topic_score_gemma":0.0000437608,"teacher_disagreement_score":0.06541606,"about_ca_system_score_codex":0.0002795012,"about_ca_system_score_gemma":0.000012665492,"threshold_uncertainty_score":0.9994844},"labels":[],"label_agreement":null},{"id":"W2410893502","doi":"10.2166/wst.2001.0183","title":"Commodification of water - the wrong prescription","year":2001,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water resources management and optimization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Council of Canadians with Disabilities","funders":"","keywords":"Commodification; Water scarcity; Scarcity; Globalization; Natural resource economics; Business; Economics; Environmental planning; Economic system; Economic policy; Market economy; Water resources; Environmental science; Ecology","score_opus":0.009790251045192199,"score_gpt":0.19159461654169613,"score_spread":0.18180436549650392,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2410893502","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9631005,0.000027770393,0.031250224,0.0012634576,0.0001619567,0.00016466195,2.4443278e-7,0.00032453117,0.0037066366],"genre_scores_gemma":[0.9993825,0.00002188707,0.00026318277,0.000014048817,0.000013095313,0.000018281457,0.000005054805,0.0000067573474,0.00027519077],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99935925,0.000006331504,0.00013354106,0.00012202295,0.00012923442,0.00024962824],"domain_scores_gemma":[0.9996217,0.0000015714751,0.0000122380325,0.00031392233,0.000037877657,0.000012680679],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023092606,0.00006488854,0.00006219606,0.00036930435,0.00012209226,0.000037180096,0.0004915793,0.000047349185,0.00002875889],"category_scores_gemma":[0.0000033768688,0.000032788234,0.0000137150655,0.00042139055,0.00036668344,0.00023902702,0.000111004636,0.00006887302,0.000053575925],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006266344,0.00002527509,0.0045257956,0.000022243039,0.000009015579,0.0000017789031,0.0026609425,0.13587582,0.8437762,0.0026964408,0.00017649184,0.010223717],"study_design_scores_gemma":[0.000101107944,0.000025348552,0.00059009204,0.0000056087492,0.0000078956555,0.0000052992796,0.00015484267,0.092939414,0.8806639,0.001632591,0.0237874,0.0000865371],"about_ca_topic_score_codex":0.000007659778,"about_ca_topic_score_gemma":0.000004098216,"teacher_disagreement_score":0.042936403,"about_ca_system_score_codex":0.000028697308,"about_ca_system_score_gemma":0.0000014699898,"threshold_uncertainty_score":0.13510604},"labels":[],"label_agreement":null},{"id":"W2411380534","doi":"10.2166/wst.2002.0392","title":"Community-based stream conservation initiatives in British Columbia, Canada","year":2002,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Fish Ecology and Management Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Recreation; Geography; Stewardship (theology); Endangered species; Natural resource; Local government; Publicity; Resource (disambiguation); Government (linguistics); Environmental resource management; Sustainability; Local community; Natural heritage; Environmental protection; Environmental planning; Habitat; Political science; Ecology; Archaeology; Environmental science; Tourism","score_opus":0.01137388904757375,"score_gpt":0.19112227113727465,"score_spread":0.1797483820897009,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2411380534","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.980062,0.0000039281786,0.000030151698,0.0077806637,0.00008160394,0.0001520577,0.0000030671843,0.000070474394,0.011816032],"genre_scores_gemma":[0.9958059,0.000007930264,0.0002454226,0.0032321147,0.0000018091629,0.00004702972,0.0000028960158,0.00000343084,0.0006534321],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9989874,0.000051317744,0.00014807808,0.00023516048,0.00016806665,0.00040998374],"domain_scores_gemma":[0.99965876,0.000023995397,0.00003317012,0.00024370373,0.000012543796,0.000027828435],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000352256,0.00006179969,0.00011185938,0.000108060965,0.0007522727,0.000052134914,0.00056951155,0.000060945138,0.0010396015],"category_scores_gemma":[0.000075454525,0.00007997958,0.0000081698145,0.00090146414,0.0021060596,0.00029185924,0.0004736748,0.00022901158,0.000062270745],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[4.1405454e-7,0.00007898899,0.9879269,0.0000033398421,0.0000014559653,0.00002706587,0.00017550089,0.00008999282,0.00034019278,0.000014553178,0.010461958,0.00087965804],"study_design_scores_gemma":[0.00034686524,0.00009986729,0.97838825,0.00001119762,0.0000035198311,0.000006468381,0.0010152594,0.0008871328,0.0019893586,0.0011635328,0.015911302,0.00017722111],"about_ca_topic_score_codex":0.80910826,"about_ca_topic_score_gemma":0.99883795,"teacher_disagreement_score":0.18972966,"about_ca_system_score_codex":0.00030193292,"about_ca_system_score_gemma":0.000022549246,"threshold_uncertainty_score":0.9998736},"labels":[],"label_agreement":null},{"id":"W2412070932","doi":"10.2166/wst.2004.0151","title":"Modelling carbon oxidation in pulp mill activated sludge systems: calibration of Activated Sludge Model No 3","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Comisión Nacional de Investigación Científica y Tecnológica; Natural Sciences and Engineering Research Council of Canada","keywords":"Activated sludge; Activated sludge model; Wastewater; Paper mill; Effluent; Pulp mill; Sewage treatment; Activated carbon; Waste management; Pulp and paper industry; Pulp (tooth); Environmental science; Chemistry; Environmental engineering; Engineering; Adsorption","score_opus":0.014560688687654285,"score_gpt":0.21339963006968335,"score_spread":0.19883894138202907,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2412070932","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9936995,0.000013932983,0.004911996,0.00025938443,0.000107979584,0.00042389473,0.0000029839878,0.0001479215,0.00043241752],"genre_scores_gemma":[0.9950386,0.000008446048,0.0047480357,0.000012899445,0.000007933131,0.00004003416,0.000014534958,0.000016637465,0.000112839516],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9979314,0.000029209119,0.00039404928,0.0006085281,0.000428873,0.000607924],"domain_scores_gemma":[0.99933946,0.000006029021,0.00011852502,0.0004255858,0.000039487408,0.00007090623],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003424509,0.00022087623,0.00025833191,0.00064117985,0.00013784313,0.00003767733,0.00056222174,0.0002285017,0.00001642198],"category_scores_gemma":[0.000014304654,0.00016509015,0.00003523945,0.001500605,0.0006596829,0.00080449035,0.00026815737,0.00017725388,0.0000410238],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020391792,0.00006739943,0.0008056912,0.0000047852736,0.0000026203718,0.0000043819696,0.0003406949,0.37179792,0.6268134,0.00009564535,7.142796e-7,0.000046381483],"study_design_scores_gemma":[0.00041707236,0.000079288984,0.000021528767,0.000020921936,0.0000062711492,0.00000891735,0.000081566475,0.29390344,0.70402527,0.0012910964,0.000008105237,0.00013651994],"about_ca_topic_score_codex":0.0017308819,"about_ca_topic_score_gemma":0.000045688572,"teacher_disagreement_score":0.07789446,"about_ca_system_score_codex":0.0006286489,"about_ca_system_score_gemma":0.00005352073,"threshold_uncertainty_score":0.67321813},"labels":[],"label_agreement":null},{"id":"W2412584265","doi":"10.2166/wst.2004.0169","title":"The formation of colour during biological treatment of pulp and paper wastewater","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Chromium effects and bioremediation","field":"Environmental Science","cited_by":37,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"The Scarborough Hospital; University of Toronto","funders":"","keywords":"Aeration; Effluent; Aerated lagoon; Paper mill; Kraft process; Pulp and paper industry; Kraft paper; Wastewater; Sewage treatment; Anaerobic exercise; Pulp mill; Pulp (tooth); Environmental science; Secondary treatment; Mill; Environmental engineering; Activated sludge; Waste management; Chemistry; Engineering; Biology","score_opus":0.006428799446481243,"score_gpt":0.19976174654628848,"score_spread":0.19333294709980722,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2412584265","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986152,0.000016124166,0.000020762951,0.0010887624,0.000030652278,0.00013777378,5.952632e-7,0.000015716292,0.000074393385],"genre_scores_gemma":[0.9997074,0.000074485964,0.0001860914,0.000005860686,0.000003841206,0.00001070579,5.318965e-7,0.0000012591429,0.0000098457995],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99944973,0.000006632023,0.00012431698,0.00013345155,0.00010784606,0.0001780435],"domain_scores_gemma":[0.9997971,0.000005178086,0.000042464977,0.00013259175,0.0000068317536,0.000015853117],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015127944,0.00005326387,0.00007341483,0.00006010094,0.00015441662,0.000009910608,0.00015208256,0.00005083023,0.0000129573145],"category_scores_gemma":[0.000010747684,0.000022383952,0.000013384131,0.00021822938,0.001347211,0.00015875144,0.00013002446,0.000021132151,0.000010766149],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000073494143,0.000025732552,0.007508501,0.0000018245933,6.1755685e-7,6.1797317e-7,0.00034681289,0.000047153182,0.9877515,0.00013731347,3.4069419e-7,0.004172282],"study_design_scores_gemma":[0.00026490373,0.0003821918,0.02133548,0.0000028391737,0.0000021439944,0.000012517868,0.00011100693,0.000055964967,0.9764595,0.0010793076,0.00026017422,0.000033984463],"about_ca_topic_score_codex":0.000043096265,"about_ca_topic_score_gemma":0.000026859405,"teacher_disagreement_score":0.01382698,"about_ca_system_score_codex":0.00010820826,"about_ca_system_score_gemma":0.0000040513996,"threshold_uncertainty_score":0.49638548},"labels":[],"label_agreement":null},{"id":"W2414187066","doi":"10.2166/wst.2016.270","title":"Sorption and toxicity reduction of pharmaceutically active compounds and endocrine disrupting chemicals in the presence of colloidal humic acid","year":2016,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Pharmaceutical and Antibiotic Environmental Impacts","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Ministry of Science, ICT and Future Planning; Public Health Agency of Canada","keywords":"Sorption; Chemistry; Environmental chemistry; Humic acid; Toxicity; Bioassay; Bioavailability; Chromatography; Atrazine; Adsorption; Organic chemistry; Biology; Pesticide; Pharmacology; Ecology","score_opus":0.01694818488859604,"score_gpt":0.29157966623192055,"score_spread":0.2746314813433245,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2414187066","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99676406,0.000018504414,0.00008224051,0.0026070033,0.00002241021,0.00015611845,0.0000036631873,0.000011583219,0.00033443025],"genre_scores_gemma":[0.99961,0.000086482214,0.00023998434,0.00003727827,0.000004365795,0.0000034949635,2.1826126e-7,0.0000024830472,0.000015688347],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989971,0.000029753779,0.00018270053,0.00027431163,0.00022252127,0.0002936225],"domain_scores_gemma":[0.9997144,0.000034622277,0.000056125158,0.00013757712,0.0000052307723,0.00005206712],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00039352843,0.00008411465,0.00012376434,0.000088266126,0.00007576686,0.000008466718,0.00029055943,0.000043516844,0.00003790738],"category_scores_gemma":[0.00007007629,0.000042380514,0.0000119053575,0.00034395244,0.004940753,0.00033227965,0.00044538485,0.000099982375,0.0000042506163],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020740057,0.000073351766,0.015320646,0.000006404023,0.0000012110751,0.0000012040321,0.00032711262,0.0000017813599,0.97517216,0.00009765314,0.0000016637209,0.008976054],"study_design_scores_gemma":[0.00029198776,0.000091658265,0.0130519485,0.000022525353,0.0000057284433,0.00007458321,0.00020880214,0.000098305405,0.9844849,0.0015623041,0.000045005945,0.00006221138],"about_ca_topic_score_codex":0.000018593739,"about_ca_topic_score_gemma":0.0000025358838,"teacher_disagreement_score":0.009312761,"about_ca_system_score_codex":0.000057884088,"about_ca_system_score_gemma":0.000004602306,"threshold_uncertainty_score":0.9977672},"labels":[],"label_agreement":null},{"id":"W2414866367","doi":"10.2166/wst.2001.0538","title":"Towards integrated catchment management, Whaingaroa, New Zealand","year":2001,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Rural development and sustainability","field":"Agricultural and Biological Sciences","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Sustainability; Context (archaeology); Empowerment; Environmental planning; Business; Politics; Environmental resource management; Agriculture; Government (linguistics); Sustainable development; Resource (disambiguation); Political science; Geography; Economic growth; Economics; Ecology; Archaeology; Law","score_opus":0.01034051980477054,"score_gpt":0.21871101684082916,"score_spread":0.20837049703605862,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2414866367","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97001874,0.000023143915,0.0000555127,0.02507029,0.00018012628,0.00024743564,8.8497455e-7,0.00031765547,0.004086202],"genre_scores_gemma":[0.9828427,0.000053816195,0.0004705832,0.00021157233,0.00003487897,0.0000196724,0.000011915753,6.809979e-7,0.016354198],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99823433,0.000016020489,0.0002078131,0.00051644363,0.00028383607,0.00074155733],"domain_scores_gemma":[0.99960554,0.0000063436883,0.00003262331,0.00013553324,0.00008972558,0.00013026579],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004561403,0.00016444692,0.00015776831,0.00013920783,0.00037760648,0.000126135,0.0009563963,0.00010781624,0.00029822314],"category_scores_gemma":[0.000022195372,0.000050251263,0.00003952523,0.002096346,0.00048578935,0.00027185405,0.0004326867,0.00014034072,0.00010717334],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026089187,0.00008953994,0.08493747,0.0000031544992,0.000010075034,0.000074337215,0.0004341746,0.000002568849,0.14019078,0.0020441613,0.0037406762,0.768447],"study_design_scores_gemma":[0.00032275644,0.0003181349,0.10440348,0.000019901865,0.000011280351,0.000057145036,0.0027162011,0.00005069683,0.16780029,0.04657037,0.67721343,0.00051632343],"about_ca_topic_score_codex":0.0005767056,"about_ca_topic_score_gemma":0.00023240532,"teacher_disagreement_score":0.7679306,"about_ca_system_score_codex":0.00015371428,"about_ca_system_score_gemma":0.000032542866,"threshold_uncertainty_score":0.3265334},"labels":[],"label_agreement":null},{"id":"W2416293326","doi":"10.2166/wst.2016.240","title":"Sorption of DOM and hydrophobic organic compounds onto sewage-based activated carbon","year":2016,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Sorption; Adsorption; Chemistry; Environmental chemistry; Dissolved organic carbon; Organic matter; Activated carbon; Sewage sludge; Sorbent; Environmental remediation; Pollutant; Sewage; Environmental engineering; Organic chemistry; Environmental science; Contamination","score_opus":0.005329525090132965,"score_gpt":0.18575784369460976,"score_spread":0.1804283186044768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2416293326","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99524635,0.000006680556,0.0013621375,0.001733415,0.000089811314,0.0001772544,0.000001341727,0.00017674577,0.0012062758],"genre_scores_gemma":[0.9991223,0.0000038419557,0.00039765064,0.000044122313,0.0000048751585,0.000015724512,7.8937563e-7,0.000009526268,0.0004011222],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985654,0.000020937563,0.00018967171,0.0004738477,0.0002951107,0.00045506653],"domain_scores_gemma":[0.99935734,0.000011242596,0.00006869421,0.00048458585,0.0000167581,0.000061354855],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00030363086,0.00013166622,0.00014462158,0.00042200988,0.00017511692,0.000018254486,0.00056597823,0.00009196085,0.00017938399],"category_scores_gemma":[0.00001753591,0.00007987589,0.000018659859,0.0009584315,0.002881698,0.00031273763,0.0005812048,0.00007370973,0.00009629572],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005969068,0.000035571466,0.04967781,0.0000024267713,0.0000022285355,0.0000016434833,0.00009998929,0.000011227228,0.9493898,0.00008142038,0.000025661027,0.0006662416],"study_design_scores_gemma":[0.00040726946,0.0001325255,0.009824625,0.000013112881,0.0000106585385,0.0000062528634,0.00004654993,0.00035149828,0.9866015,0.001467322,0.0009933602,0.0001453731],"about_ca_topic_score_codex":0.0002966969,"about_ca_topic_score_gemma":0.00016721814,"teacher_disagreement_score":0.039853185,"about_ca_system_score_codex":0.000354742,"about_ca_system_score_gemma":0.000016797527,"threshold_uncertainty_score":0.9998319},"labels":[],"label_agreement":null},{"id":"W2416868720","doi":"10.2166/wst.2002.0539","title":"Model-based advanced process control of coagulation","year":2002,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrological Forecasting Using AI","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Alberta; Suncor Energy (Canada); University of British Columbia","funders":"","keywords":"Process (computing); Control (management); Process control; Artificial neural network; Scale (ratio); Engineering; Coagulation; Quality (philosophy); Process engineering; Computer science; Artificial intelligence","score_opus":0.01534985509093919,"score_gpt":0.23396783749709288,"score_spread":0.21861798240615368,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2416868720","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95907545,0.000006457502,0.037303686,0.0014332455,0.000040269282,0.00015307314,0.0000011790165,0.00017741339,0.0018092042],"genre_scores_gemma":[0.9959223,3.6056923e-7,0.0038080555,0.00017132824,0.0000026739185,0.000018173505,4.0723873e-7,0.000005771197,0.00007091843],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986432,0.000010674952,0.00019616434,0.0003898318,0.00033224106,0.00042786554],"domain_scores_gemma":[0.9995245,0.000009249304,0.000069204536,0.00031572548,0.000028996401,0.000052346753],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030089676,0.00010030749,0.00014509572,0.00020074184,0.0001770482,0.000011211412,0.0006229953,0.000103410086,0.0003443246],"category_scores_gemma":[0.00010754086,0.00006863041,0.000022645681,0.0009797245,0.0024225265,0.00022152075,0.00010821896,0.00011091821,0.00017249236],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004989843,0.000047607264,0.0064686136,0.000002274355,4.0926614e-7,0.0000012692076,0.00010749044,0.63432765,0.3524658,0.00008000882,0.000004497061,0.0064893994],"study_design_scores_gemma":[0.00023728503,0.000108713546,0.00014433816,0.000004733424,0.0000029063663,0.0000033400215,0.0000039753672,0.7413482,0.254082,0.003903458,0.000082572435,0.000078468285],"about_ca_topic_score_codex":0.0000048857137,"about_ca_topic_score_gemma":0.0000029720186,"teacher_disagreement_score":0.10702059,"about_ca_system_score_codex":0.00008259255,"about_ca_system_score_gemma":0.0000076728575,"threshold_uncertainty_score":0.89259},"labels":[],"label_agreement":null},{"id":"W2417079183","doi":"10.2166/wst.2002.0512","title":"Effect of solids retention time on floc structure","year":2002,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Coastal wetland ecosystem dynamics","field":"Environmental Science","cited_by":37,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; McMaster University; Environment and Climate Change Canada; University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Environmental scanning electron microscope; Extracellular polymeric substance; Scanning electron microscope; Chemical engineering; Transmission electron microscopy; Chemistry; Materials science; Composite material","score_opus":0.0028479853215724812,"score_gpt":0.1815360985119837,"score_spread":0.17868811319041122,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2417079183","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9947048,0.0000037263615,0.000087203545,0.00033360958,0.00014597562,0.0001739234,0.0000048669785,0.000105957115,0.004439984],"genre_scores_gemma":[0.9991445,0.0000015627583,0.00012820646,0.0000183874,0.0000079681295,0.0000056821586,0.0000018101674,0.000007052864,0.00068480754],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986793,0.000025898222,0.00016696598,0.00038703193,0.00033066393,0.00041018784],"domain_scores_gemma":[0.99942636,0.000011318205,0.000049582155,0.00045725156,0.000008124099,0.00004735391],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0003652016,0.00012324534,0.00016597098,0.00026961314,0.00014891587,0.000018114672,0.00062921987,0.00012397216,0.0016402692],"category_scores_gemma":[0.000037995997,0.000077295794,0.000034499364,0.00080117874,0.00080343545,0.00017650421,0.00044328225,0.00013101776,0.0015578767],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001134489,0.000021197848,0.010524488,0.000011235099,0.0000018905929,0.000006352151,0.00012254572,0.0006371355,0.96460176,0.00007861582,0.00014023052,0.0238432],"study_design_scores_gemma":[0.00027770374,0.0011972317,0.00087314635,0.000019446075,0.000009069203,0.000054735057,0.000009530092,0.038805675,0.9567002,0.00093803613,0.00093988003,0.00017535355],"about_ca_topic_score_codex":0.00002004044,"about_ca_topic_score_gemma":0.0000252297,"teacher_disagreement_score":0.03816854,"about_ca_system_score_codex":0.00013831702,"about_ca_system_score_gemma":0.0000018518476,"threshold_uncertainty_score":0.99927235},"labels":[],"label_agreement":null},{"id":"W2417264209","doi":"10.2166/wst.2004.0173","title":"A comparison of conventional activated sludge and low sludge production strategies for advanced treatment of kraft pulp mill effluent","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; University of Waterloo","keywords":"Effluent; Paper mill; Activated sludge; Pulp and paper industry; Nutrient; Environmental science; Sewage treatment; Biosolids; Waste management; Kraft paper; Sludge bulking; Sewage sludge treatment; Pulp (tooth); Environmental engineering; Chemistry; Engineering","score_opus":0.015776263355682326,"score_gpt":0.27199155370739614,"score_spread":0.2562152903517138,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2417264209","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982409,0.00006872746,0.0003331693,0.00054020825,0.000109437126,0.0006104434,0.00000852416,0.000051062332,0.00003753458],"genre_scores_gemma":[0.9923188,0.000011769722,0.007494693,0.00000395904,0.0000065008962,0.00007679807,0.000010450784,0.0000072734006,0.00006972967],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986766,0.000010191089,0.00028079835,0.00045220443,0.00022795812,0.00035223944],"domain_scores_gemma":[0.9995444,0.000007109236,0.00011701759,0.000245293,0.00003789961,0.000048295195],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012359474,0.00016231909,0.00027429496,0.00023337112,0.00015717528,0.000014937213,0.00021794673,0.00008151059,0.000025883633],"category_scores_gemma":[0.000007991737,0.0001083707,0.00005215878,0.0004388916,0.0016465466,0.00035029545,0.00010180729,0.0000387903,0.000009737704],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006502729,0.00047630703,0.008497788,0.00001519619,0.0000141195205,0.0000011272065,0.0008642616,0.0011417108,0.9866391,0.00034803656,0.0000025226434,0.0019348467],"study_design_scores_gemma":[0.0012937676,0.0013172827,0.0014682063,0.00001680262,0.000024214405,0.000016828757,0.00065120467,0.00007067505,0.9906905,0.0041500977,0.00018874856,0.000111629764],"about_ca_topic_score_codex":0.00006874926,"about_ca_topic_score_gemma":0.00003633853,"teacher_disagreement_score":0.007161524,"about_ca_system_score_codex":0.00022583181,"about_ca_system_score_gemma":0.00004122688,"threshold_uncertainty_score":0.60667694},"labels":[],"label_agreement":null},{"id":"W2418810103","doi":"10.2166/wst.2003.0160","title":"Pollution reduction at wastewater treatment facilities through thermophilic sludge digestion","year":2003,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Therapeutic Uses of Natural Elements","field":"Health Professions","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Biosolids; Dewatering; Anaerobic digestion; Waste management; Environmental science; Sewage sludge; Sewage treatment; Sewage sludge treatment; Wastewater; Incineration; Pulp and paper industry; Pollutant; Waste treatment; Chemistry; Environmental engineering; Engineering; Methane","score_opus":0.05909615927057956,"score_gpt":0.3652737456633776,"score_spread":0.3061775863927981,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2418810103","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98711795,0.00017629986,0.00004361699,0.008082773,0.0013178642,0.0007507428,0.000009986176,0.0004155507,0.0020852252],"genre_scores_gemma":[0.98883677,0.0000763453,0.0003658559,0.00016311838,0.000042628144,0.00018778676,0.00000922754,0.000014893975,0.010303389],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99761313,0.00015483028,0.0003662124,0.00055185193,0.00030177616,0.0010121786],"domain_scores_gemma":[0.9991181,0.000014344625,0.00010114181,0.0005860857,0.00011882548,0.000061502506],"candidate_categories":["sts","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00044834163,0.00021317421,0.00021009585,0.00045392156,0.0017463174,0.000014316461,0.0003502733,0.0003086658,0.00048384262],"category_scores_gemma":[0.00004940596,0.00012928079,0.000045395584,0.00062491815,0.00090751104,0.0004893538,0.00017261172,0.0002814828,0.0010129953],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000041880114,0.000073629104,0.0031320283,0.000014311033,0.00001516072,0.0000025090976,0.010442138,0.000015616306,0.9743295,0.0091402875,0.00009041417,0.002702546],"study_design_scores_gemma":[0.00087938353,0.00042872143,0.0009476521,0.000029199571,0.000018929384,0.000042221174,0.0048669158,0.000008799533,0.8214784,0.018489426,0.15257862,0.0002317303],"about_ca_topic_score_codex":0.00012416665,"about_ca_topic_score_gemma":0.000032053962,"teacher_disagreement_score":0.15285107,"about_ca_system_score_codex":0.0016669445,"about_ca_system_score_gemma":0.0001395627,"threshold_uncertainty_score":0.99976486},"labels":[],"label_agreement":null},{"id":"W2430936639","doi":"10.2166/wst.2002.0151","title":"Detecting climate-related trends in streamflow data","year":2002,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrology and Watershed Management Studies","field":"Environmental Science","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Environment and Climate Change Canada","funders":"","keywords":"Streamflow; Selection (genetic algorithm); Environmental science; Trend analysis; Climate change; Climatology; Computer science; Statistics; Mathematics; Geography; Cartography; Geology; Machine learning","score_opus":0.020241868472184933,"score_gpt":0.23709306543341535,"score_spread":0.21685119696123042,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2430936639","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9656199,0.000032313732,0.000052866973,0.005270232,0.00017570419,0.00009087798,0.0000023654,0.0002621403,0.028493606],"genre_scores_gemma":[0.9987282,0.00003462704,0.000469605,0.000117007,0.0000044040085,0.000013111092,0.0000042993106,0.000007195401,0.00062151096],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99780434,0.000022194734,0.00024495655,0.0008011861,0.000211651,0.0009156881],"domain_scores_gemma":[0.99900484,0.0000084127205,0.00004038341,0.0008991859,0.000004017868,0.000043168406],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00077554025,0.00014790925,0.00016346764,0.0008220874,0.00045017942,0.000027578055,0.0017026755,0.00012683222,0.0017841277],"category_scores_gemma":[0.00003943573,0.00010644575,0.000016199898,0.0022474865,0.0019909092,0.00063931395,0.0035371487,0.00024290913,0.0014783653],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011475802,0.00029927236,0.69432795,0.0000074413097,0.000018458599,0.00022241422,0.00324131,0.0025489132,0.049670447,0.000555336,0.0012604808,0.24783652],"study_design_scores_gemma":[0.0060877074,0.0015858264,0.16769277,0.00010719078,0.00017710583,0.00042741452,0.0040052035,0.41232225,0.27182153,0.02645832,0.105224214,0.0040904796],"about_ca_topic_score_codex":0.00008593641,"about_ca_topic_score_gemma":0.00031866002,"teacher_disagreement_score":0.52663517,"about_ca_system_score_codex":0.00010242933,"about_ca_system_score_gemma":0.0000011006655,"threshold_uncertainty_score":0.9992991},"labels":[],"label_agreement":null},{"id":"W2438251345","doi":"10.2166/wst.2001.0318","title":"Teaching future professors how to teach","year":2001,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Experimental Learning in Engineering","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Class (philosophy); Course (navigation); Graduate students; Medical education; Unit (ring theory); Mathematics education; Teaching method; Student teaching; Team teaching; Psychology; Engineering; Computer science; Student teacher; Medicine; Teacher education","score_opus":0.006106936651800435,"score_gpt":0.23452514350159154,"score_spread":0.2284182068497911,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2438251345","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9747329,0.000088878616,0.010828408,0.006520671,0.0010453548,0.00017627639,3.8423113e-7,0.0026228284,0.003984315],"genre_scores_gemma":[0.9876003,0.0000041368453,0.011197949,0.00006650041,0.00013656939,0.00005064323,8.354862e-7,0.00003369849,0.00090936845],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986158,0.000007782711,0.00011212651,0.00032923967,0.00021236441,0.0007226607],"domain_scores_gemma":[0.99944586,0.0000041362887,0.000008722498,0.00042066976,0.000023426945,0.00009716816],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031882388,0.00016976435,0.00013812388,0.0008977015,0.00023669485,0.00006900736,0.0008098584,0.00013532331,0.00001612649],"category_scores_gemma":[0.00003133697,0.00013607687,0.000021913878,0.0008841361,0.00016699471,0.0003020049,0.0002428527,0.00055873103,0.00015703427],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000001013271,0.0000096727335,0.0009659057,0.000007787011,0.0000034386849,0.000018445857,0.0018291019,0.010393234,0.9769597,0.0011509602,0.00019989462,0.008460857],"study_design_scores_gemma":[0.00011272618,0.00007819436,0.00018225433,0.000024947112,0.0000027978344,0.00012159506,0.0019925253,0.009674883,0.6952809,0.0001345354,0.29204115,0.00035348185],"about_ca_topic_score_codex":0.000003855005,"about_ca_topic_score_gemma":0.000002400591,"teacher_disagreement_score":0.29184124,"about_ca_system_score_codex":0.00019242059,"about_ca_system_score_gemma":0.0000085149595,"threshold_uncertainty_score":0.55490535},"labels":[],"label_agreement":null},{"id":"W2441146194","doi":"10.2166/wst.2002.0028","title":"Selecting a probability distribution for extreme rainfall series in Malaysia","year":2002,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrology and Drought Analysis","field":"Environmental Science","cited_by":106,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Gumbel distribution; Statistics; Mathematics; Generalized Pareto distribution; Series (stratigraphy); Mean squared error; Extreme value theory; Standard deviation; Generalized extreme value distribution; Pearson product-moment correlation coefficient; Resampling","score_opus":0.01599986628487883,"score_gpt":0.2125683763843552,"score_spread":0.19656851009947635,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2441146194","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9901061,0.000011230576,0.003680906,0.0046445383,0.000041810545,0.00023864751,0.0000022389518,0.00011681887,0.001157727],"genre_scores_gemma":[0.9973013,0.0000027898773,0.0021421548,0.000059612816,0.000007706671,0.000095501244,0.0000038328817,0.0000037225186,0.00038338298],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984722,0.0000214596,0.0002084654,0.0005258436,0.00014687852,0.0006251164],"domain_scores_gemma":[0.9995884,0.0000133237,0.000038676786,0.00030196697,0.000015914253,0.00004174199],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007868309,0.00010729546,0.0001494878,0.0001750677,0.00032618758,0.00002401651,0.0004887401,0.00014220481,0.00052747695],"category_scores_gemma":[0.00017891107,0.00008041108,0.00003686025,0.0017136539,0.001643833,0.0004662841,0.00026111244,0.00014440385,0.00017767359],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000309243,0.0002518006,0.7418033,0.000011566425,0.0000066247217,0.000014485867,0.0018879238,0.004569018,0.23476778,0.0027130777,0.00029724976,0.0136462785],"study_design_scores_gemma":[0.0011817069,0.0007243323,0.020339422,0.000016796172,0.000044905195,0.00017483046,0.0003558401,0.20913446,0.5497416,0.18516564,0.032185923,0.0009345402],"about_ca_topic_score_codex":0.00005239625,"about_ca_topic_score_gemma":0.00032631017,"teacher_disagreement_score":0.72146386,"about_ca_system_score_codex":0.00023661059,"about_ca_system_score_gemma":0.000006263023,"threshold_uncertainty_score":0.6056771},"labels":[],"label_agreement":null},{"id":"W2442376773","doi":"10.2166/wst.2015.335","title":"Erratum: Water Science and Technology 71 (8), 1241–1248: Long-term performance of side-stream deammonification in a continuous flow granular-activated sludge process for nitrogen removal from high ammonium wastewater, Babak Rezania, Donald S. Mavinic and Harlan G. Kelly","year":2015,"lang":"en","type":"erratum","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Icon; Suite; Wastewater; Engineering; Art; Chemistry; Geography; Environmental engineering; Computer science; Archaeology","score_opus":0.010518521992978638,"score_gpt":0.22655064249048304,"score_spread":0.2160321204975044,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2442376773","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9947146,0.0004785679,0.0000123663185,0.0011539179,0.0012704291,0.0017107822,0.00012218644,0.00026285087,0.00027427217],"genre_scores_gemma":[0.99335384,0.00020627628,0.0036580693,0.000032111464,0.00007962957,0.00033177438,0.0003958622,0.00008966229,0.0018527461],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9926334,0.00006082618,0.0011038618,0.00271305,0.0013552313,0.0021336402],"domain_scores_gemma":[0.99735194,0.000024446283,0.00044556957,0.0014037744,0.0004443903,0.0003299003],"candidate_categories":["metaepi_narrow","sts"],"consensus_categories":[],"category_scores_codex":[0.0015444227,0.0009667556,0.0012672312,0.002551483,0.00068623177,0.00024109214,0.0026150038,0.0012757358,0.000039377122],"category_scores_gemma":[0.00010903754,0.00067330035,0.000082415165,0.0027574748,0.009844594,0.0013200772,0.0018264703,0.0009886795,0.00005757519],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00038599578,0.00028752827,0.057048373,0.00015724915,0.00003193659,0.00012758156,0.0009790057,0.000015688227,0.9341073,0.000008098162,0.0004654966,0.006385714],"study_design_scores_gemma":[0.0017779963,0.0010911247,0.0033413705,0.00023263518,0.00013220923,0.00040119886,0.00025449687,0.00064608385,0.98668873,0.003650683,0.0008992488,0.0008842237],"about_ca_topic_score_codex":0.0005900929,"about_ca_topic_score_gemma":0.00047314944,"teacher_disagreement_score":0.053707004,"about_ca_system_score_codex":0.00074712967,"about_ca_system_score_gemma":0.00041289462,"threshold_uncertainty_score":0.9995718},"labels":[],"label_agreement":null},{"id":"W2462086583","doi":"10.2166/wst.2004.0278","title":"The development of experimental procedures for the evaluation of additives to attenuate manure odour, and the impact of these additives on workers, animals and the environment","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Odor and Emission Control Technologies","field":"Chemical Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut de recherche Robert-Sauvé en santé et en sécurité du travail; Agriculture and Agri-Food Canada","funders":"","keywords":"Manure; Dilution; Volatilisation; Environmental science; Waste management; Pulp and paper industry; Ventilation (architecture); Chemistry; Environmental engineering; Environmental chemistry; Engineering; Agronomy; Mechanical engineering","score_opus":0.025825532771698224,"score_gpt":0.29680664031932097,"score_spread":0.2709811075476227,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2462086583","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99290663,0.0010996875,0.00062384334,0.0043929364,0.000016476124,0.00086887344,0.0000102806625,0.000026297115,0.00005495688],"genre_scores_gemma":[0.9990635,0.00004808936,0.000525917,0.000009088663,0.0000052105283,0.00032900352,4.7251956e-7,0.000005470539,0.000013263605],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99902344,0.000022715802,0.0002370973,0.0001976572,0.0002945665,0.0002245286],"domain_scores_gemma":[0.999248,0.00028510034,0.00009932965,0.00028554912,0.00006395198,0.000018069011],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0013763616,0.00011795157,0.00018147379,0.000101385616,0.00025102918,0.000016679556,0.00053829956,0.00006134922,0.000008416669],"category_scores_gemma":[0.00059970777,0.000037554928,0.000046157347,0.0001725349,0.0029450564,0.000044439435,0.00027501743,0.0000973791,5.8631724e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00062276144,0.000047897604,0.00017129151,0.000011364553,0.0000784481,9.508771e-8,0.009436228,0.0022869743,0.9492947,0.00687014,0.000022288543,0.03115784],"study_design_scores_gemma":[0.0015304991,0.00016185323,0.0017611071,0.000060384562,0.000021077363,0.0000020724838,0.008289733,0.0014905923,0.98235273,0.00420081,0.00007008363,0.00005902968],"about_ca_topic_score_codex":0.000009656143,"about_ca_topic_score_gemma":0.0000026925593,"teacher_disagreement_score":0.033058085,"about_ca_system_score_codex":0.00006201434,"about_ca_system_score_gemma":0.000057704056,"threshold_uncertainty_score":0.9997684},"labels":[],"label_agreement":null},{"id":"W2466899806","doi":"10.2166/wst.2016.266","title":"Effect of pH on the flocculation behaviors of kaolin using a pH-sensitive copolymer","year":2016,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Enhanced Oil Recovery Techniques","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Flocculation; Copolymer; Zeta potential; Isoelectric point; Chemistry; Dewatering; Chemical engineering; Filter cake; Particle size; Chromatography; Polymer chemistry; Polymer; Organic chemistry; Nanoparticle; Geology; Geotechnical engineering","score_opus":0.00650590395691948,"score_gpt":0.24671740646351176,"score_spread":0.2402115025065923,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2466899806","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.988062,0.000012684547,0.010974495,0.00008875319,0.000115365096,0.00017506788,0.0000035623082,0.00025528815,0.0003127855],"genre_scores_gemma":[0.99940205,0.0000060320717,0.00054049067,0.0000061396854,0.000006049717,0.000015817788,2.1802647e-7,0.0000117723785,0.000011438464],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991867,0.000025306897,0.00017787132,0.00017596828,0.00017933422,0.00025479504],"domain_scores_gemma":[0.9994457,0.00007312251,0.00004382439,0.0003571616,0.00006431183,0.000015924374],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045586406,0.000109538116,0.00017037855,0.0004910203,0.000049534112,0.000004927689,0.00031278175,0.00011226538,0.000011812851],"category_scores_gemma":[0.0000777422,0.000052909712,0.000036661022,0.0005622983,0.000886306,0.00013382851,0.00008127962,0.000089715264,0.000008642426],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007288665,0.0000053627523,0.0004382136,0.000007404799,0.0000028403344,0.0000010619857,0.00008008018,0.00018904172,0.9860385,0.00038690385,0.0000030014323,0.012840267],"study_design_scores_gemma":[0.000089161564,0.0002296778,0.000097653494,0.000092895876,0.000009070707,0.00000602399,0.000012202553,0.0010639532,0.99791527,0.00039678637,0.000014496633,0.000072822535],"about_ca_topic_score_codex":0.00001363567,"about_ca_topic_score_gemma":0.0000024250107,"teacher_disagreement_score":0.012767445,"about_ca_system_score_codex":0.00009220406,"about_ca_system_score_gemma":0.000012757538,"threshold_uncertainty_score":0.32656312},"labels":[],"label_agreement":null},{"id":"W2467838791","doi":"10.2166/wst.2016.308","title":"A landscape lake flow pattern design approach based on automated CFD simulation and parallel multiple objective optimization","year":2016,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrology and Watershed Management Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"","keywords":"Fluent; Computer science; Flow (mathematics); Solver; Computational fluid dynamics; Sorting; Mathematical optimization; Parallel computing; Simulation; Computer simulation; Algorithm; Mathematics; Engineering; Geometry","score_opus":0.010925383934893503,"score_gpt":0.21445181418103115,"score_spread":0.20352643024613765,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2467838791","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08264896,0.000002476817,0.91346544,0.002180574,0.00005554934,0.00038046998,0.0000026004911,0.0005210306,0.0007428815],"genre_scores_gemma":[0.9783919,0.0000034906375,0.021183243,0.00026355102,0.0000047328026,0.00007070298,0.000003868611,0.000007726661,0.00007077358],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986445,0.000046254354,0.00013704345,0.0005592761,0.00019757263,0.00041540986],"domain_scores_gemma":[0.99959195,0.000047537018,0.000042332522,0.00025840092,0.000018548124,0.000041226598],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043583062,0.00014759695,0.00013056237,0.00030876708,0.0003864951,0.000024585011,0.00028313888,0.000114827264,0.00011162708],"category_scores_gemma":[0.00008639856,0.0000824936,0.000015077951,0.0004395054,0.001068767,0.00029044106,0.00029154844,0.00006644105,0.00011382846],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027509319,0.000049337268,0.04300792,0.0000019482,0.000003928457,0.0000031414575,0.00022809465,0.9517144,0.0015114642,0.0000048366364,0.00005384499,0.0033936063],"study_design_scores_gemma":[0.0006507507,0.00016875114,0.0048309015,0.0000065733307,0.000007820052,0.0000017120093,0.000036977133,0.99034196,0.0034568196,0.00021791454,0.00013744077,0.00014239641],"about_ca_topic_score_codex":0.0000071543523,"about_ca_topic_score_gemma":0.000015493408,"teacher_disagreement_score":0.89574295,"about_ca_system_score_codex":0.00005746996,"about_ca_system_score_gemma":0.0000054231623,"threshold_uncertainty_score":0.39379165},"labels":[],"label_agreement":null},{"id":"W2483561765","doi":"10.2166/wst.2016.336","title":"Towards a standardization of biomethane potential tests","year":2016,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Anaerobic Digestion and Biogas Production","field":"Engineering","cited_by":988,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Renewable energy; Standardization; Blank; Biogas; Test (biology); Biochemical engineering; Computer science; Engineering; Process engineering; Statistics; Operations research; Environmental science; Mathematics; Waste management; Mechanical engineering; Biology","score_opus":0.0053481761764820205,"score_gpt":0.21334500469268033,"score_spread":0.2079968285161983,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2483561765","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.684821,0.00003569432,0.31067565,0.002627783,0.0006078565,0.00008158829,0.0000048634583,0.0005582167,0.00058732135],"genre_scores_gemma":[0.99807775,0.00002877933,0.0017686645,0.0000042065017,0.000018485911,0.0000034619216,7.5802035e-7,0.000004652666,0.00009326574],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993897,0.0000031646778,0.00011315526,0.00014909879,0.00014971761,0.00019516589],"domain_scores_gemma":[0.9996775,0.0000010362198,0.00001448878,0.00017819932,0.00010449671,0.000024275427],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020631649,0.00005643055,0.00007359635,0.00069262687,0.00003802199,0.000008461535,0.0002007143,0.00006636654,0.000040623043],"category_scores_gemma":[0.00003613225,0.00003110559,0.000014038541,0.0008484227,0.0005640902,0.00018313005,0.000053196043,0.000029669345,0.000030271793],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000017178102,0.000005612948,0.00010014467,0.0000018112577,0.0000016731724,7.6350693e-7,0.0000256831,0.00016908806,0.96017796,0.0042145927,0.000031438663,0.035269503],"study_design_scores_gemma":[0.000113049085,0.000053512762,0.00029022264,0.000009184461,0.000002585315,0.0000140001,0.000015733422,0.00006616829,0.9912743,0.0018374595,0.006267825,0.00005599065],"about_ca_topic_score_codex":0.000002205789,"about_ca_topic_score_gemma":0.0000010214009,"teacher_disagreement_score":0.31325668,"about_ca_system_score_codex":0.000053760443,"about_ca_system_score_gemma":0.000021405478,"threshold_uncertainty_score":0.2078414},"labels":[],"label_agreement":null},{"id":"W2487658072","doi":"10.2166/wst.2000.0565","title":"Global transport rates and future prediction of hazardous materials: Pu and Cs – from Nagasaki to Canadian Arctic","year":2000,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Radioactive contamination and transfer","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Environmental science; Ice core; Arctic; Plutonium; Deposition (geology); Radionuclide; Nuclear weapon; Fission products; Physical geography; Atmospheric sciences; Environmental chemistry; Oceanography; Geology; Radiochemistry; Chemistry; Geography; Physics; Nuclear physics; Sediment","score_opus":0.0034728022932530083,"score_gpt":0.18968100979468935,"score_spread":0.18620820750143635,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2487658072","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99335307,0.000023733925,0.00008784874,0.0051484215,0.00011258992,0.0001586108,0.000086071654,0.000035159686,0.0009945],"genre_scores_gemma":[0.99935365,0.000041924504,0.00029660098,0.00020862844,0.000014756963,0.000010729361,0.0000051610978,0.000003436426,0.00006509353],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99909717,0.0000104031005,0.00012724212,0.00034903295,0.00014272159,0.00027342714],"domain_scores_gemma":[0.9996817,0.0000022976722,0.000010370026,0.00015135821,0.000015334374,0.00013894335],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00014111112,0.00009138973,0.000114129536,0.000135984,0.00014528474,0.000023449082,0.00020539928,0.00009163,0.0011346482],"category_scores_gemma":[0.000004017631,0.00006993791,0.000008354641,0.0004501334,0.0008688166,0.00024005045,0.000022086742,0.000043900403,0.000035568613],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000043373988,0.000042506505,0.44234574,0.00000820942,0.0000113657725,0.000028492868,0.002143063,0.000045749275,0.42344067,0.00083262724,0.000066119086,0.13099208],"study_design_scores_gemma":[0.00023424772,0.00011622662,0.8275164,0.000007267002,0.000011741071,0.000042622985,0.00017045267,0.00004254297,0.15613383,0.0013509702,0.014265221,0.000108520835],"about_ca_topic_score_codex":0.028626498,"about_ca_topic_score_gemma":0.040263165,"teacher_disagreement_score":0.38517064,"about_ca_system_score_codex":0.00016583089,"about_ca_system_score_gemma":0.000024771598,"threshold_uncertainty_score":0.99977845},"labels":[],"label_agreement":null},{"id":"W2508816597","doi":"10.2166/wst.2016.401","title":"Effects of different substrates in the mitigation of algae-induced high pH wastewaters in a pilot-scale free water surface wetland system","year":2016,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Constructed Wetlands for Wastewater Treatment","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Canada Research Chairs","keywords":"Effluent; Alkalinity; Environmental science; Topsoil; Environmental chemistry; Wastewater; Leaching (pedology); Peat; Mulch; Environmental engineering; Constructed wetland; Chemical oxygen demand; Organic matter; Pulp and paper industry; Chemistry; Agronomy; Soil water; Ecology; Soil science","score_opus":0.004072083614475351,"score_gpt":0.1821237694639699,"score_spread":0.17805168584949455,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2508816597","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979422,0.0000064040682,0.000029573375,0.0011323969,0.00013158275,0.0006237481,0.0000054692914,0.000049024497,0.000079565885],"genre_scores_gemma":[0.9997063,0.0000038103808,0.00018460477,0.000006014273,0.0000038002536,0.00006210467,0.0000024196486,0.000010395433,0.000020511496],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9977359,0.00010095838,0.00048031285,0.0005319245,0.00047407698,0.00067680347],"domain_scores_gemma":[0.9990745,0.00005932597,0.00009588311,0.00070202874,0.000018198594,0.000050032966],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049107266,0.0002312304,0.00034945452,0.00040067287,0.00007665642,0.00001954093,0.0012330665,0.00011712342,0.000027078026],"category_scores_gemma":[0.000016138976,0.000093370974,0.000039377173,0.0006620408,0.0014052597,0.00026251044,0.0005127536,0.00011545952,0.000034529432],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024381188,0.00011055048,0.18418562,0.00003238128,0.0000036443187,0.000014888541,0.0011590135,0.000027745153,0.81385845,0.00008128014,0.0000010188727,0.0005010354],"study_design_scores_gemma":[0.0014226874,0.0004081366,0.067109056,0.00014065533,0.0000122696765,0.000026047544,0.000433025,0.00004474798,0.928779,0.0014863507,0.0000020717057,0.00013594398],"about_ca_topic_score_codex":0.00096918066,"about_ca_topic_score_gemma":0.0011130562,"teacher_disagreement_score":0.11707657,"about_ca_system_score_codex":0.000322799,"about_ca_system_score_gemma":0.000012597318,"threshold_uncertainty_score":0.5177738},"labels":[],"label_agreement":null},{"id":"W2509935817","doi":"10.2166/wst.2017.100","title":"Fate of selected pharmaceutically active compounds in the integrated fixed film activated sludge process","year":2017,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Pharmaceutical and Antibiotic Environmental Impacts","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Activated sludge; Process (computing); Chemistry; Chromatography; Chemical engineering; Nuclear chemistry; Process engineering; Pulp and paper industry; Waste management; Computer science; Sewage treatment; Engineering","score_opus":0.02519476674016775,"score_gpt":0.31482374355151993,"score_spread":0.2896289768113522,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2509935817","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98997664,0.000003127443,0.00003663138,0.003903429,0.00007064083,0.0003202343,0.0000077318355,0.000061322506,0.0056202495],"genre_scores_gemma":[0.9994269,0.000010847851,0.00016646707,0.00028068488,0.000005297615,0.000012139493,0.0000039579627,0.0000087340495,0.000084943014],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9979738,0.000052079904,0.00026302412,0.00048909365,0.00046923727,0.00075274054],"domain_scores_gemma":[0.99912727,0.00002752939,0.000129069,0.0005856652,0.000024847443,0.00010560357],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0004778504,0.0002005335,0.00022772262,0.00019294204,0.0005475165,0.00008537927,0.0024570667,0.00012653324,0.0003233268],"category_scores_gemma":[0.00020012503,0.00011082328,0.000030587078,0.0011272202,0.0059839045,0.0007202011,0.00068086665,0.0004929097,0.00014201738],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000043959968,0.00022894041,0.026701584,0.0000053147032,0.0000045589927,0.000017263808,0.00066712924,0.000047677073,0.9692201,0.000043137185,0.000025977375,0.0029943613],"study_design_scores_gemma":[0.00047577184,0.00010884851,0.07080095,0.000019825315,0.000009923134,0.000028395581,0.00034883144,0.0011975542,0.9255587,0.00067874684,0.0006158577,0.000156617],"about_ca_topic_score_codex":0.000116687756,"about_ca_topic_score_gemma":0.00003652275,"teacher_disagreement_score":0.044099372,"about_ca_system_score_codex":0.00015889361,"about_ca_system_score_gemma":0.000033305274,"threshold_uncertainty_score":0.99672127},"labels":[],"label_agreement":null},{"id":"W2515886624","doi":"10.2166/wst.2000.0457","title":"Impacts of implementing a corrosion control strategy on biofilm growth","year":2000,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Treatment and Disinfection","field":"Environmental Science","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Natural Sciences and Engineering Research Council of Canada","funders":"","keywords":"Corrosion; Biofilm; Chlorine; Sulfate-reducing bacteria; Metallurgy; Chemistry; Water treatment; Chemical engineering; Environmental engineering; Materials science; Environmental science; Bacteria; Pulp and paper industry; Geology; Engineering; Sulfate","score_opus":0.006063770442811192,"score_gpt":0.223661847400302,"score_spread":0.2175980769574908,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2515886624","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9877355,0.0000045208935,0.00010240249,0.00039118246,0.00004307584,0.00018470781,0.0000032768805,0.00011140295,0.01142393],"genre_scores_gemma":[0.99958754,0.0000062298877,0.000095810676,0.00006495671,0.0000075989747,0.000012678282,0.000002735154,0.0000059703993,0.00021649494],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985557,0.0000149918515,0.0001985685,0.00037384286,0.00026883883,0.0005880374],"domain_scores_gemma":[0.9996047,0.0000066056964,0.000048812562,0.00026150432,0.000013387239,0.00006498206],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00029950365,0.00013058569,0.00013581556,0.00026820402,0.00026550618,0.000033842865,0.00034122565,0.00007688659,0.0019872894],"category_scores_gemma":[0.000010451464,0.00008286757,0.0000353713,0.0007678073,0.0008112871,0.0003406203,0.00010277318,0.00007867459,0.00071788445],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002699216,0.000110748355,0.15629369,0.0000019467743,0.0000015733892,0.0000059894423,0.00013646002,0.00013262048,0.83031374,0.00029139186,0.000051953655,0.012632885],"study_design_scores_gemma":[0.00062132487,0.000668733,0.0162263,0.000008326194,0.000009718919,0.000018975838,0.000049781247,0.00029605837,0.9788888,0.002669991,0.00042134125,0.000120613215],"about_ca_topic_score_codex":0.00045415259,"about_ca_topic_score_gemma":0.00005418344,"teacher_disagreement_score":0.1485751,"about_ca_system_score_codex":0.00011877015,"about_ca_system_score_gemma":0.000011202377,"threshold_uncertainty_score":0.99892503},"labels":[],"label_agreement":null},{"id":"W2521951848","doi":"10.2166/wst.2016.448","title":"Experimental study of hydraulics and sediment capture efficiency in catchbasins","year":2016,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrology and Watershed Management Studies","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Sump (aquarium); Stormwater; Retention basin; Surface runoff; Sediment; Sanitary sewer; Environmental science; Inlet; Hydrology (agriculture); Hydraulics; Combined sewer; Storm; Detention basin; Environmental engineering; Geology; Geotechnical engineering; Engineering; Waste management; Geomorphology","score_opus":0.006620156907716364,"score_gpt":0.2223019457298313,"score_spread":0.21568178882211494,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2521951848","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9953276,0.00002664822,0.00013329768,0.0021059664,0.00010237116,0.00030039102,4.0128168e-7,0.00004547453,0.001957862],"genre_scores_gemma":[0.999628,0.0000059534495,0.0000791967,0.000074267016,0.0000027383041,0.00003850266,8.7268425e-8,0.000004182191,0.000167044],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986214,0.000021493903,0.00019618783,0.00048857275,0.00023485043,0.0004374612],"domain_scores_gemma":[0.99961287,0.000008845551,0.00003792391,0.0002965515,0.0000058793294,0.000037937716],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039438778,0.00012335437,0.00016458351,0.0003483727,0.00016671032,0.0000066010666,0.0004661431,0.000066282766,0.00006225213],"category_scores_gemma":[0.000014683467,0.000066725595,0.000010686369,0.00058968924,0.0024316371,0.00020588304,0.0011647244,0.00007264759,0.00005064107],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018496281,0.0011616185,0.5097476,0.0000027352735,0.000006041911,0.000030961386,0.014234751,0.00013559933,0.47299254,0.0002449003,0.000050507908,0.001374207],"study_design_scores_gemma":[0.0019134902,0.0017493982,0.05255256,0.000016462047,0.000013792411,0.000016492657,0.01030222,0.00013042826,0.9302763,0.0014000298,0.001298174,0.00033068305],"about_ca_topic_score_codex":0.00022529889,"about_ca_topic_score_gemma":0.00020990144,"teacher_disagreement_score":0.45728374,"about_ca_system_score_codex":0.000110337445,"about_ca_system_score_gemma":0.0000045657425,"threshold_uncertainty_score":0.8959468},"labels":[],"label_agreement":null},{"id":"W2534073606","doi":"10.2166/wst.2016.485","title":"Concentration-driven models revisited: towards a unified framework to model settling tanks in water resource recovery facilities","year":2016,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Comisión Nacional de Investigación Científica y Tecnológica; Natural Sciences and Engineering Research Council of Canada; Vlaamse regering; Centro de Recursos Hídricos para la Agricultura y la Minería; Universidad de Concepción; Universidad de Chile; Fonds Wetenschappelijk Onderzoek","keywords":"Settling; Flocculation; Environmental science; Mechanics; Environmental engineering; Mathematics; Computer science; Physics","score_opus":0.015192527618482584,"score_gpt":0.2239907829852791,"score_spread":0.20879825536679653,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2534073606","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97211474,0.000013960855,0.020569697,0.0052545527,0.00008196255,0.00037345433,0.000014175598,0.00018423473,0.0013932335],"genre_scores_gemma":[0.9776026,0.000012171093,0.019940022,0.00027928743,0.000014423365,0.00005690184,0.0000046994987,0.000015494485,0.0020744072],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99721414,0.000037107046,0.00035527963,0.0008537892,0.00046352908,0.0010761431],"domain_scores_gemma":[0.99913585,0.000017001272,0.000034475044,0.000642797,0.000024944993,0.00014492123],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004865828,0.00025227622,0.0002636941,0.0003939879,0.00024793937,0.0000845676,0.0009371276,0.00023494942,0.00025019486],"category_scores_gemma":[0.000039556526,0.00013255872,0.000053681873,0.00073097483,0.0009745909,0.0008297624,0.00080634124,0.00014745157,0.0006239186],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007155519,0.00005728158,0.0035730142,0.000005501294,0.000007274413,0.00003559268,0.0050996374,0.04730838,0.93546164,0.0011543566,0.000102109814,0.0071236826],"study_design_scores_gemma":[0.00040050427,0.0001712702,0.000053625594,0.00008335576,0.000008445068,0.000021265314,0.00034758734,0.0165745,0.9008376,0.0792341,0.0018686317,0.00039912583],"about_ca_topic_score_codex":0.00009169808,"about_ca_topic_score_gemma":0.000031896958,"teacher_disagreement_score":0.078079745,"about_ca_system_score_codex":0.00053147116,"about_ca_system_score_gemma":0.000031449643,"threshold_uncertainty_score":0.80194193},"labels":[],"label_agreement":null},{"id":"W2558470050","doi":"10.2166/wst.2016.556","title":"Membrane technology applied to acid mine drainage from copper mining","year":2016,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Mine drainage and remediation techniques","field":"Environmental Science","cited_by":62,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Fondo de Financiamiento de Centros de Investigación en Áreas Prioritarias; Comisión Nacional de Investigación Científica y Tecnológica","keywords":"Acid mine drainage; Nanofiltration; Membrane; Reverse osmosis; Copper; Chemistry; Drainage; Sulfate; Membrane technology; Permeation; Manganese; Environmental engineering; Environmental science; Environmental chemistry; Biochemistry","score_opus":0.006005679450369131,"score_gpt":0.2145238541707233,"score_spread":0.20851817472035417,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2558470050","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94976693,0.000018267068,0.01050162,0.024495391,0.0001737974,0.00043982122,0.000012889692,0.0010892806,0.013501972],"genre_scores_gemma":[0.98118883,0.000007339876,0.016727919,0.0006470665,0.000035033976,0.00015528954,0.000002649965,0.000020192227,0.0012156907],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99733746,0.000012436382,0.00032236284,0.0009801247,0.00043971487,0.0009079107],"domain_scores_gemma":[0.9987973,0.000021164831,0.00007313677,0.00092430966,0.000031150976,0.00015291486],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00048364332,0.00024290511,0.00027356725,0.001120133,0.00030429798,0.000028784745,0.0017156239,0.0003049995,0.0012515755],"category_scores_gemma":[0.0001543155,0.00013996642,0.000035106383,0.0022901474,0.0024261652,0.0003039664,0.001546977,0.0001427136,0.002435258],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007166274,0.000028144908,0.0010929957,0.0000011053492,0.0000024011667,0.000015264635,0.0003763449,0.000002637727,0.957053,0.0009727825,0.000768884,0.039679293],"study_design_scores_gemma":[0.0002472285,0.00011774262,0.00014084553,0.00001447637,0.000005605062,0.000013754725,0.00020937808,0.000010686668,0.95634174,0.01072062,0.03191258,0.000265365],"about_ca_topic_score_codex":0.00002941218,"about_ca_topic_score_gemma":0.000055591627,"teacher_disagreement_score":0.039413925,"about_ca_system_score_codex":0.0002289831,"about_ca_system_score_gemma":0.000021392465,"threshold_uncertainty_score":0.9996614},"labels":[],"label_agreement":null},{"id":"W2558994203","doi":"10.2166/wst.2016.551","title":"Sludge reduction via biodegradation of the endogenous residue (XE): experimental verification and modeling","year":2016,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Consejo Nacional de Ciencia y Tecnología","keywords":"Activated sludge; Biodegradation; Activated sludge model; Degradation (telecommunications); Residue (chemistry); Chemistry; Volume (thermodynamics); Wastewater; Yield (engineering); Environmental science; Process (computing); Environmental engineering; Waste management; Pulp and paper industry; Materials science; Engineering; Physics; Computer science; Thermodynamics","score_opus":0.019952145467711777,"score_gpt":0.21632138685155822,"score_spread":0.19636924138384643,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2558994203","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99748755,0.00003659131,0.0010654439,0.0008986919,0.00010646919,0.0001696575,0.0000011415508,0.000046477926,0.0001879907],"genre_scores_gemma":[0.998169,0.000008072558,0.0016972465,0.0000060515454,0.0000069296593,0.000016065407,7.4067134e-7,0.0000047958342,0.00009106665],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99907976,0.000017534936,0.00014361655,0.00031907062,0.0002064935,0.00023352318],"domain_scores_gemma":[0.9995875,0.0000022562356,0.000045644556,0.0003250909,0.000011782288,0.00002775182],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018740723,0.000085723055,0.00007279531,0.0001264015,0.00025747737,0.0000127633475,0.00033227046,0.000059830872,0.00003986542],"category_scores_gemma":[0.0000063492025,0.00004044401,0.000019548517,0.00037134564,0.001193874,0.00032117535,0.0002664648,0.00003594895,0.00004099078],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000075320822,0.000027669876,0.0031982576,5.9734623e-7,0.0000013755622,4.1360678e-7,0.00034249996,0.000027227265,0.9929579,0.000092151684,0.0000019250353,0.0033424676],"study_design_scores_gemma":[0.00016902314,0.00006842273,0.00033421052,0.000005119676,0.0000053300255,0.0000941931,0.00014262868,0.00064559246,0.9963596,0.002085599,0.00002623959,0.000064063475],"about_ca_topic_score_codex":0.000119122975,"about_ca_topic_score_gemma":0.0000064893484,"teacher_disagreement_score":0.0034016953,"about_ca_system_score_codex":0.00014085983,"about_ca_system_score_gemma":0.000008677316,"threshold_uncertainty_score":0.43988788},"labels":[],"label_agreement":null},{"id":"W2561611745","doi":"10.2166/wst.2016.600","title":"Chemically enhancing primary clarifiers: model-based development of a dosing controller and full-scale implementation","year":2016,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Canada Research Chairs","keywords":"Clarifier; Environmental science; Clogging; Settling; Particulates; Sewage treatment; Controller (irrigation); Process engineering; Environmental engineering; Waste management; Computer science; Engineering; Chemistry","score_opus":0.0066043421937677935,"score_gpt":0.2202311471291453,"score_spread":0.2136268049353775,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2561611745","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9719292,0.000010104601,0.02709509,0.0005779805,0.00002112386,0.00018790903,0.0000012975694,0.000054776207,0.00012253404],"genre_scores_gemma":[0.91166264,0.000001381646,0.08820244,0.00005294452,0.0000032225598,0.000024641247,0.0000015476669,0.0000061115097,0.00004507448],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986252,0.000009234006,0.00027214363,0.00039871942,0.00027038946,0.00042429284],"domain_scores_gemma":[0.999668,0.000008655241,0.00006644711,0.00017470782,0.000018312589,0.000063864456],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037657027,0.00012595647,0.0001608244,0.0001998687,0.0001919579,0.000018786948,0.00028261536,0.000082661914,0.000074974574],"category_scores_gemma":[0.0000051272536,0.00007111626,0.00002263918,0.00027576962,0.0009960913,0.00026795492,0.00029094698,0.00004899004,0.000029806706],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002544231,0.000026138008,0.0056542307,0.0000033577392,0.0000033623448,9.144577e-7,0.00047620133,0.000015517222,0.9695439,0.000012978418,0.0000030017113,0.024234975],"study_design_scores_gemma":[0.0009128505,0.000065122505,0.0010606319,0.000014857175,0.000009372274,0.0000069298585,0.000092009555,0.00041037943,0.99657446,0.0006470079,0.00009061001,0.00011575512],"about_ca_topic_score_codex":0.00000810649,"about_ca_topic_score_gemma":0.000048891325,"teacher_disagreement_score":0.06110735,"about_ca_system_score_codex":0.0002506788,"about_ca_system_score_gemma":0.000056029236,"threshold_uncertainty_score":0.36701396},"labels":[],"label_agreement":null},{"id":"W2582026957","doi":"10.2166/wst.2017.021","title":"Ferrrate(VI) and freeze-thaw treatment for oxidation of hormones and inactivation of fecal coliforms in sludge","year":2017,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Freezing and Crystallization Processes","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Potassium ferrate; Chemistry; Estriol; Estrone; Potassium; Fecal coliform; Hormone; Chromatography; Environmental chemistry; Food science; Nuclear chemistry; Biochemistry; Biology; Organic chemistry","score_opus":0.014751318330553835,"score_gpt":0.24604360469192801,"score_spread":0.23129228636137417,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2582026957","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9943163,0.00006454795,0.0051532993,0.00016861701,0.00002984096,0.000118214964,0.0000033865824,0.000036387268,0.000109401364],"genre_scores_gemma":[0.99933875,0.00007344559,0.000537992,0.0000013055002,0.0000026600567,0.000025378287,0.0000022245267,0.000003675287,0.000014544875],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99962604,0.000001254326,0.000111895846,0.00010544778,0.00004763672,0.00010772126],"domain_scores_gemma":[0.99975955,0.0000054777765,0.000038488786,0.0001339018,0.000050435054,0.000012153006],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009619016,0.000052911964,0.00010003799,0.00026760026,0.00008402709,0.000021649408,0.00011524568,0.000059744605,7.5481034e-7],"category_scores_gemma":[0.000038618567,0.0000375772,0.0000050774183,0.000118797376,0.00037904357,0.0002708676,0.000033796845,0.000019951078,1.294573e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006270879,0.000013207255,0.019102264,0.00004818606,0.0000021160974,1.458893e-7,0.0002997828,0.00016331088,0.97213393,0.0014936351,0.0000020288205,0.006735111],"study_design_scores_gemma":[0.0002942793,0.00014174255,0.0136148175,0.000016654025,0.0000029361634,0.0000020407124,0.00016950484,0.0026503957,0.9794591,0.0035176263,0.00008511609,0.00004577051],"about_ca_topic_score_codex":0.00006399703,"about_ca_topic_score_gemma":0.000119342825,"teacher_disagreement_score":0.0073251743,"about_ca_system_score_codex":0.000023438339,"about_ca_system_score_gemma":0.000012040418,"threshold_uncertainty_score":0.15323538},"labels":[],"label_agreement":null},{"id":"W2593346493","doi":"10.2166/wst.2017.132","title":"Cost comparison of full-scale water reclamation technologies with an emphasis on membrane bioreactors","year":2017,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Reuse","field":"Environmental Science","cited_by":72,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Canadian Institute for Advanced Research","keywords":"Land reclamation; Operating expense; Filtration (mathematics); Environmental science; Aeration; Operating cost; Capital cost; Environmental engineering; Water treatment; Reuse; Waste management; Reclaimed water; Membrane bioreactor; Sewage treatment; Engineering; Business; Mathematics","score_opus":0.026052144427033436,"score_gpt":0.281006259893504,"score_spread":0.2549541154664705,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2593346493","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9941904,0.0000033953681,0.00007977091,0.0036598502,0.00011236881,0.00033146015,0.0000030151148,0.00032497675,0.0012947492],"genre_scores_gemma":[0.99724025,0.000006404841,0.0024840068,0.000009708886,0.000006007359,0.00004379449,0.000007588317,0.000012755061,0.00018950309],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99810445,0.000015151257,0.00024336767,0.00061111926,0.00042315378,0.0006027265],"domain_scores_gemma":[0.9982855,0.000005429969,0.00013384382,0.0014884712,0.000026588006,0.000060220213],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00028872522,0.00021787276,0.0002783786,0.00043530794,0.00082421594,0.000117223884,0.0018241237,0.00020792535,0.000101793026],"category_scores_gemma":[0.000018667643,0.000103895625,0.00003057366,0.00029343864,0.005051753,0.00085111626,0.00068919046,0.00016378978,0.00027228732],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005537759,0.00021845174,0.09987641,0.000003534694,0.000005224366,0.000005978282,0.0010811645,0.00010578698,0.8867885,0.000041563722,0.000011696772,0.011806335],"study_design_scores_gemma":[0.00037969265,0.0010557843,0.0032842103,0.000019041438,0.000015650858,0.000017664119,0.0009638332,0.00014776218,0.9926907,0.0003783236,0.0008574011,0.00018997834],"about_ca_topic_score_codex":0.00012552003,"about_ca_topic_score_gemma":0.0003504346,"teacher_disagreement_score":0.10590218,"about_ca_system_score_codex":0.00013561288,"about_ca_system_score_gemma":0.000009287985,"threshold_uncertainty_score":0.9976559},"labels":[],"label_agreement":null},{"id":"W2601376639","doi":"10.2166/wst.2017.189","title":"A combined reed bed/freezing bed technology for septage treatment and reuse in cold climate regions","year":2017,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Agriculture, Soil, Plant Science","field":"Agricultural and Biological Sciences","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Biosolids; Reuse; Environmental science; Waste management; Suspended solids; Sewage treatment; Organic matter; Environmental engineering; Wastewater; Pulp and paper industry; Ecology; Engineering; Biology","score_opus":0.02171818096937919,"score_gpt":0.24137631685851935,"score_spread":0.21965813588914015,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2601376639","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97193307,0.00006019778,0.000007541691,0.026568314,0.00015409905,0.0007484473,0.000036425296,0.0003127921,0.00017911763],"genre_scores_gemma":[0.99828905,0.0001330295,0.0010064315,0.00008814221,0.000030919902,0.0002291206,0.000010879679,0.0000018398882,0.00021060495],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9972839,0.00001987131,0.00032053646,0.0010014457,0.00020368844,0.0011705799],"domain_scores_gemma":[0.9988906,0.00006392477,0.0001935751,0.0006063287,0.00011971566,0.00012589905],"candidate_categories":["sts"],"consensus_categories":["sts"],"category_scores_codex":[0.00065922854,0.00026955665,0.000377964,0.0002955446,0.0021277617,0.00026947848,0.002700809,0.00036000667,0.0000023907478],"category_scores_gemma":[0.00034230915,0.000096947406,0.000057430443,0.0010911166,0.0027234745,0.0005419646,0.0012783683,0.00019785202,0.000018849369],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023112652,0.00010289467,0.06828296,0.000004585419,0.0000037205514,0.000025175012,0.00019347123,0.000001036938,0.91596735,0.011190332,0.000057171925,0.00414817],"study_design_scores_gemma":[0.001104986,0.0018146315,0.020943595,0.00008327472,0.000022529248,0.00010115285,0.0011931906,0.0002816209,0.946944,0.018723473,0.008221686,0.0005658912],"about_ca_topic_score_codex":0.00021832356,"about_ca_topic_score_gemma":0.0023333807,"teacher_disagreement_score":0.04733937,"about_ca_system_score_codex":0.00014173046,"about_ca_system_score_gemma":0.000025116125,"threshold_uncertainty_score":0.9999905},"labels":[],"label_agreement":null},{"id":"W2604984446","doi":"10.2166/wst.2017.197","title":"Treatment of a mixed wood preservative leachate by a hybrid constructed wetland and a willow planted filter","year":2017,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Constructed Wetlands for Wastewater Treatment","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Montréal; Polytechnique Montréal","funders":"","keywords":"Willow; Leachate; Wetland; Preservative; Environmental science; Constructed wetland; Waste management; Pulp and paper industry; Environmental engineering; Ecology; Engineering; Wastewater; Chemistry; Biology; Food science","score_opus":0.008670818828583149,"score_gpt":0.21713565888319722,"score_spread":0.20846484005461408,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2604984446","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971887,0.000031272197,0.00007307249,0.0012328764,0.000111632486,0.00042227394,0.00009793805,0.00009025933,0.00075197604],"genre_scores_gemma":[0.9983252,0.000034636654,0.0011766758,0.000008566198,0.0000050110357,0.00006431985,0.000016587966,0.000011441646,0.0003575457],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9980752,0.000023849383,0.0002713208,0.00071154186,0.00029821874,0.0006199016],"domain_scores_gemma":[0.99870753,0.00001507409,0.00017892146,0.000944149,0.000026565394,0.00012774438],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00011428608,0.00026898333,0.00035560277,0.0002433741,0.0006047455,0.00010383753,0.00082858553,0.000095066825,0.00016565358],"category_scores_gemma":[0.00003634853,0.00016891888,0.0000410333,0.00021190048,0.006021705,0.00047295954,0.0008011454,0.00008378027,0.00003994587],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000056078225,0.00012988827,0.35253188,0.0000045164234,0.000035865483,0.00005138785,0.00075233536,0.0000026740572,0.6278883,0.00004502121,0.00007589288,0.018426172],"study_design_scores_gemma":[0.0018753244,0.0007406879,0.019542083,0.000018378483,0.000034261124,0.00033348348,0.0001663084,0.00039510487,0.97321075,0.0013007642,0.0021493721,0.00023349747],"about_ca_topic_score_codex":0.0006500014,"about_ca_topic_score_gemma":0.0001576313,"teacher_disagreement_score":0.34532243,"about_ca_system_score_codex":0.00017223928,"about_ca_system_score_gemma":0.000025345307,"threshold_uncertainty_score":0.99668336},"labels":[],"label_agreement":null},{"id":"W2606712014","doi":"10.2166/wst.2017.206","title":"Calculation method for steady-state pollutant concentration in mixing zones considering variable lateral diffusion coefficient","year":2017,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality Monitoring and Analysis","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"National Natural Science Foundation of China; National Science Foundation","keywords":"Diffusion; Mixing (physics); Pollutant; Steady state (chemistry); Variable (mathematics); Variable coefficient; Environmental science; Mechanics; Thermodynamics; Environmental engineering; Chemistry; Mathematics; Mathematical analysis; Physics; Physical chemistry","score_opus":0.019597867196083623,"score_gpt":0.29205284960890526,"score_spread":0.2724549824128216,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2606712014","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8797645,0.0000060873735,0.118054494,0.0015353876,0.00024760026,0.0002116475,0.0000035906507,0.00007200409,0.00010470599],"genre_scores_gemma":[0.97417843,0.0000028280713,0.025490383,0.000021723374,0.000017042159,0.00002680778,0.0000020884177,0.000007407399,0.00025326505],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99827456,0.00003748966,0.00029808248,0.00053324,0.00027416137,0.00058245816],"domain_scores_gemma":[0.99929327,0.000021472499,0.00012224301,0.0004788526,0.00002486092,0.00005929189],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013161259,0.00013186804,0.00019640579,0.00020835987,0.0009747452,0.00022159133,0.0005539585,0.00008806624,0.000021271815],"category_scores_gemma":[0.00011858492,0.000098852324,0.00003341083,0.0003343345,0.00071321306,0.00048803084,0.00043674916,0.0001079855,0.000022442227],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008854624,0.00003527832,0.026514955,0.000005628781,0.0000023895818,0.0000044027474,0.0011531536,0.009890269,0.9548836,0.00031809695,0.0000026608611,0.0071807154],"study_design_scores_gemma":[0.00043252803,0.000055854827,0.0048795193,0.00003604511,0.000010893115,0.000008133299,0.00013612205,0.17657577,0.8105553,0.0063861585,0.0007185465,0.00020512808],"about_ca_topic_score_codex":0.0012000657,"about_ca_topic_score_gemma":0.000051540985,"teacher_disagreement_score":0.16668549,"about_ca_system_score_codex":0.00024363326,"about_ca_system_score_gemma":0.000018313096,"threshold_uncertainty_score":0.7497051},"labels":[],"label_agreement":null},{"id":"W2607918743","doi":"10.2166/wst.2017.242","title":"Tailing propensity in the ultraviolet disinfection of trickling filter and activated sludge wastewater treatment processes","year":2017,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Minerals Flotation and Separation Techniques","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Trickling filter; Activated sludge; Waste management; Wastewater; Sewage treatment; Environmental science; Pulp and paper industry; Chemistry; Environmental engineering; Engineering","score_opus":0.02717305479799138,"score_gpt":0.27434439076001244,"score_spread":0.24717133596202107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2607918743","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99751526,0.0000042166416,0.0001463289,0.0012178883,0.000023123246,0.0002848857,7.4274357e-7,0.000042431064,0.0007651495],"genre_scores_gemma":[0.99948055,0.000022498705,0.00029634224,0.000033134194,0.000003875878,0.00004154159,0.000001209468,0.0000028637107,0.0001179702],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992208,0.000020541618,0.0001539153,0.0002633528,0.00014718447,0.00019423602],"domain_scores_gemma":[0.9995391,0.000009616104,0.00008115369,0.0003313435,0.000020366515,0.000018421957],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038033904,0.000086071326,0.00011133711,0.00016510786,0.00040781902,0.00008744668,0.00037985985,0.000055504555,0.00003654713],"category_scores_gemma":[0.000081646125,0.00004303267,0.000011092761,0.00028959627,0.0009958036,0.00049158576,0.00012910845,0.000066570516,0.000010357239],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000073320875,0.00004865704,0.04795446,0.0000040824075,6.6775107e-7,0.000001630445,0.0014925535,0.000024022973,0.9465048,0.000041088166,0.0000056609088,0.0039151004],"study_design_scores_gemma":[0.00015404187,0.00013138317,0.017973557,0.0000091274605,0.00000276618,0.000012221356,0.00014820113,0.00018033927,0.98021644,0.0006014806,0.00050630304,0.000064119115],"about_ca_topic_score_codex":0.00030254718,"about_ca_topic_score_gemma":0.00019092564,"teacher_disagreement_score":0.033711713,"about_ca_system_score_codex":0.000054360466,"about_ca_system_score_gemma":0.000012381664,"threshold_uncertainty_score":0.36690798},"labels":[],"label_agreement":null},{"id":"W2613865442","doi":"10.2166/wst.2017.224","title":"Matrix interference reduction for the analysis of carbohydrate in wastewater using H-point standard addition method","year":2017,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Analytical Chemistry and Sensors","field":"Chemical Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"","keywords":"Wastewater; Reduction (mathematics); Interference (communication); Matrix (chemical analysis); Point (geometry); Chemistry; Biological system; Carbohydrate; Pulp and paper industry; Chromatography; Environmental science; Computer science; Mathematics; Environmental engineering; Engineering; Biochemistry; Biology; Telecommunications","score_opus":0.02424064041491183,"score_gpt":0.32080849456765,"score_spread":0.2965678541527382,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2613865442","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8908903,0.000009152467,0.10772116,0.0011033475,0.00008768878,0.00009199645,0.000014249196,0.00003517498,0.000046929268],"genre_scores_gemma":[0.9939095,0.000002315665,0.0059837243,0.0000033801593,0.000016347438,0.000012899339,0.0000030315507,0.000004922925,0.00006388445],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990283,0.0000074241166,0.00024764982,0.00028755725,0.0001305434,0.00029849345],"domain_scores_gemma":[0.99918914,0.000029468376,0.00008845923,0.0005564797,0.00010850439,0.000027942682],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005327271,0.00009282742,0.00023672539,0.0004526014,0.00021581807,0.000043071857,0.00065298134,0.00010968232,0.00003164365],"category_scores_gemma":[0.00024180912,0.00005572765,0.00007678295,0.00061512366,0.0007104768,0.00018475093,0.00018457114,0.0001556108,0.0000010092151],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028612472,0.0000065524155,0.00006992111,0.000010650352,0.000029949233,0.0000010608439,0.00016989802,0.014790204,0.98394805,0.0004146434,9.999195e-7,0.0005294552],"study_design_scores_gemma":[0.00007532458,0.00001576031,0.000016218853,0.00001159955,0.000101160746,0.000003057631,0.0001611945,0.3210222,0.6775186,0.0009944884,0.000025773796,0.000054625067],"about_ca_topic_score_codex":0.00006385724,"about_ca_topic_score_gemma":0.000009890058,"teacher_disagreement_score":0.30642948,"about_ca_system_score_codex":0.00010387894,"about_ca_system_score_gemma":0.000015280113,"threshold_uncertainty_score":0.26177812},"labels":[],"label_agreement":null},{"id":"W2618863334","doi":"10.2166/wst.2017.315","title":"Dewatering optimization with in-line and real-time measurement of polymer: results from full-scale treatment plants","year":2017,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Groundwater flow and contamination studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Absorbance; Dewatering; Polymer; Turbidity; Residual; Materials science; Chromatography; Pulp and paper industry; Chemistry; Composite material; Mathematics; Engineering; Geotechnical engineering","score_opus":0.014135466151533908,"score_gpt":0.21549121598381374,"score_spread":0.20135574983227983,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2618863334","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99661154,0.000017241427,0.0016264291,0.0009490864,0.000033521614,0.00012132305,0.000007877536,0.000032237178,0.00060077006],"genre_scores_gemma":[0.9981547,0.000051492752,0.0015270038,0.000005838992,0.0000043908153,0.000017532957,0.0000032268726,0.000004317424,0.0002314695],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99886656,0.000009676805,0.00018844813,0.00038887234,0.00027878946,0.00026763906],"domain_scores_gemma":[0.99944204,0.0000043422506,0.00008950779,0.00040802293,0.000020902742,0.00003520855],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002751877,0.00011053921,0.00016237912,0.00014978554,0.00034850423,0.000046583024,0.00033311677,0.000046875062,0.000020625153],"category_scores_gemma":[0.00001052241,0.00006711756,0.000008793607,0.000104964856,0.0010557869,0.000292409,0.00034899102,0.00003026121,0.000017171806],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000108152046,0.00007280998,0.039901275,0.0000013297313,0.000007253754,0.0000106055295,0.001901173,0.0006126596,0.9152989,0.0000043398254,0.0000018563778,0.042079672],"study_design_scores_gemma":[0.0009150455,0.0003482044,0.042405084,0.00002436918,0.0000073280385,0.0000069760813,0.00019516524,0.0016932248,0.9541511,0.00004434381,0.00009223095,0.00011694305],"about_ca_topic_score_codex":0.0028174755,"about_ca_topic_score_gemma":0.0018505933,"teacher_disagreement_score":0.041962728,"about_ca_system_score_codex":0.0001304206,"about_ca_system_score_gemma":0.00000966897,"threshold_uncertainty_score":0.42591986},"labels":[],"label_agreement":null},{"id":"W2621198547","doi":"10.2166/wst.2017.330","title":"How well-mixed is well mixed? Hydrodynamic-biokinetic model integration in an aerated tank of a full-scale water resource recovery facility","year":2017,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"University of Cape Town; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior; European Commission","keywords":"Mixing (physics); Computational fluid dynamics; Aeration; Environmental science; Calibration; Process (computing); Scale (ratio); Current (fluid); Mechanics; Computer science; Engineering; Mathematics; Waste management; Physics","score_opus":0.01006323442434495,"score_gpt":0.2117041145567777,"score_spread":0.20164088013243275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2621198547","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99542207,0.000006820482,0.00088045135,0.0024320297,0.00011776547,0.0003519659,0.000017916911,0.00009715762,0.0006738485],"genre_scores_gemma":[0.9947689,0.0000053554486,0.003412476,0.000035689303,0.0000071573377,0.000030838237,0.000032122447,0.000012870286,0.0016945645],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99729735,0.0000559975,0.0003647872,0.0009899217,0.00044223916,0.00084972766],"domain_scores_gemma":[0.9982861,0.0000051279367,0.0001279849,0.0014314905,0.00003608658,0.00011316233],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00063085504,0.00030503646,0.00034465193,0.00043974625,0.00048139496,0.00022745508,0.00164819,0.00028000443,0.00016515952],"category_scores_gemma":[0.000018553881,0.00019197364,0.00007491785,0.000378617,0.0025472215,0.0012255162,0.0008923179,0.00025044152,0.00027571223],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006795684,0.00014636837,0.009478615,0.0000044123985,0.0000036215217,0.000012866309,0.0007378557,0.0012220202,0.9841978,0.000007621711,0.00003566877,0.0040852227],"study_design_scores_gemma":[0.00048706212,0.00033111664,0.0018757867,0.000013959873,0.000014266228,0.00002502324,0.0002856411,0.061167743,0.9331103,0.002134616,0.00029434424,0.00026015978],"about_ca_topic_score_codex":0.0002770334,"about_ca_topic_score_gemma":0.001452788,"teacher_disagreement_score":0.05994572,"about_ca_system_score_codex":0.00027973537,"about_ca_system_score_gemma":0.000018131226,"threshold_uncertainty_score":0.9385343},"labels":[],"label_agreement":null},{"id":"W2650039968","doi":"10.2166/wst.2017.374","title":"Chemical fingerprinting of saline water intrusion into sewage lines","year":2017,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Groundwater and Isotope Geochemistry","field":"Earth and Planetary Sciences","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Masdar Institute of Science and Technology","keywords":"Salinity; Sewage; Wastewater; Environmental science; Seawater; Groundwater; Soil salinity; Effluent; Brackish water; Sewage treatment; Saltwater intrusion; Hydrology (agriculture); Saline water; Irrigation; Water quality; Environmental engineering; Aquifer; Geology; Oceanography; Ecology","score_opus":0.008141256052307597,"score_gpt":0.2227072579450998,"score_spread":0.2145660018927922,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2650039968","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99544543,0.000025069872,0.0002046495,0.0018678884,0.0002875418,0.00007017045,0.0000025069974,0.00008377656,0.0020129497],"genre_scores_gemma":[0.9977109,0.0000055238897,0.0019810328,0.000041640094,0.00007102263,0.0000012642527,0.00001577914,0.000002929799,0.00016992146],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984782,0.0000072650323,0.00026272188,0.0004329616,0.00024965935,0.0005692091],"domain_scores_gemma":[0.99898773,0.000007812878,0.00007393628,0.00075033476,0.00010448732,0.000075670694],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005560499,0.00014018443,0.00020547057,0.00024710086,0.0006171573,0.00014220877,0.0016339363,0.00015197114,0.00042093798],"category_scores_gemma":[0.000112993184,0.00007835819,0.000040114122,0.00014704879,0.0019000012,0.00042356068,0.00046100112,0.00019090709,0.00018438743],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007623174,0.000009347406,0.13715199,0.000017176992,0.0000020031384,0.000008048567,0.0003918638,0.00001136546,0.84676725,0.00001868124,0.000006562892,0.015608073],"study_design_scores_gemma":[0.00012880798,0.00003586422,0.005220534,0.000019218847,0.0000045554407,0.000028830857,0.000087661065,0.0008836486,0.98958635,0.0026952531,0.0011711805,0.00013807227],"about_ca_topic_score_codex":0.00072764483,"about_ca_topic_score_gemma":0.00009287766,"teacher_disagreement_score":0.1428191,"about_ca_system_score_codex":0.000006699988,"about_ca_system_score_gemma":0.000028945797,"threshold_uncertainty_score":0.70006335},"labels":[],"label_agreement":null},{"id":"W2667212487","doi":"10.2166/wst.2017.285","title":"Superheated water pretreatment combined with CO2 activation/regeneration of the exhausted activated carbon used in the treatment of industrial wastewater","year":2017,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Adsorption and biosorption for pollutant removal","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Partenariat Canadien Contre Le Cancer; National Natural Science Foundation of China","keywords":"Adsorption; Activated carbon; Chemistry; Fourier transform infrared spectroscopy; Specific surface area; BET theory; Activation energy; Chemical engineering; Mesoporous material; Langmuir; Carbon fibers; Langmuir adsorption model; Kinetics; Organic chemistry; Materials science; Catalysis; Composite material","score_opus":0.022941600701767217,"score_gpt":0.22940341629230304,"score_spread":0.20646181559053584,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2667212487","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9949037,8.2225387e-7,0.0000041190474,0.0039647105,0.00009160784,0.00071489974,0.0000037274515,0.000026286936,0.00029014546],"genre_scores_gemma":[0.99963254,0.0000029887854,0.00003319995,0.000015011058,0.00000894094,0.000040065373,0.000006413674,0.0000065355443,0.00025433366],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99855644,0.000060511862,0.00027122104,0.00032525975,0.0004446491,0.00034189757],"domain_scores_gemma":[0.9989773,0.000007581423,0.0001395956,0.0008203565,0.000026562855,0.000028618877],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025798572,0.00016875035,0.00020218662,0.00018449617,0.00036982857,0.00004507534,0.0008008471,0.00015042306,0.00010341509],"category_scores_gemma":[0.000013014067,0.000060303013,0.00004064069,0.0004595289,0.0020800335,0.0002499625,0.00015547071,0.00010278924,0.000008312401],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000117478296,0.0002597891,0.07268141,8.651538e-7,0.000007818087,0.0000015577947,0.0015365208,0.00021292867,0.9246129,0.000040652973,0.0000023928317,0.00052570633],"study_design_scores_gemma":[0.0016413758,0.00091496855,0.010884184,0.0000143602665,0.000014919703,0.00000971289,0.0002929992,0.00042792023,0.9854019,0.00010377341,0.0001994426,0.000094438765],"about_ca_topic_score_codex":0.00064344174,"about_ca_topic_score_gemma":0.00029113874,"teacher_disagreement_score":0.061797224,"about_ca_system_score_codex":0.00026116904,"about_ca_system_score_gemma":0.000028308179,"threshold_uncertainty_score":0.76639706},"labels":[],"label_agreement":null},{"id":"W2671976170","doi":"10.2166/wst.2017.362","title":"Iron removal in highly contaminated acid mine drainage using passive biochemical reactors","year":2017,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Mine drainage and remediation techniques","field":"Environmental Science","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Acid mine drainage; Chemistry; Sorption; Compost; Environmental chemistry; Wastewater; Contamination; Sulfate; Manure; Waste management; Pulp and paper industry; Adsorption; Environmental science; Environmental engineering","score_opus":0.009570678345930563,"score_gpt":0.2499649962882905,"score_spread":0.24039431794235994,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2671976170","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9928556,0.000012734258,0.0004040815,0.0020769285,0.00016988609,0.00022493943,0.0000016896952,0.00017044265,0.004083664],"genre_scores_gemma":[0.99629426,0.000006321239,0.003261748,0.000078811216,0.000025052519,0.000016212314,0.0000034646641,0.000010871997,0.00030327757],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998123,0.000018647464,0.0002638454,0.00062371,0.00033010612,0.0006407145],"domain_scores_gemma":[0.99887466,0.0000071037316,0.00014739229,0.0008564754,0.00003078419,0.000083551175],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0004928168,0.00017503262,0.00020430758,0.00047621276,0.0004730587,0.000085999185,0.001488032,0.00024629553,0.00011642447],"category_scores_gemma":[0.00034656574,0.000126357,0.00003326302,0.00053689326,0.0032989983,0.00060963474,0.0011467022,0.0002466962,0.00009170068],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004962735,0.000037283404,0.0041095056,0.0000025399945,6.943232e-7,0.00012581237,0.0002783495,0.0000027440117,0.9922865,0.00020798254,0.00007804676,0.0028655475],"study_design_scores_gemma":[0.0002389722,0.00006880804,0.0025131204,0.00001674475,0.0000042237225,0.000052628035,0.000117598815,0.0005690941,0.991983,0.002464086,0.0017722232,0.00019947969],"about_ca_topic_score_codex":0.00045779505,"about_ca_topic_score_gemma":0.00008392624,"teacher_disagreement_score":0.0037803864,"about_ca_system_score_codex":0.00036095333,"about_ca_system_score_gemma":0.000023356133,"threshold_uncertainty_score":0.99941343},"labels":[],"label_agreement":null},{"id":"W2736098479","doi":"10.2166/wst.2017.422","title":"Characterization of a hybrid polyacrylamide and its flocculation properties in cyanide tailing suspensions","year":2017,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Coagulation and Flocculation Studies","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Polyacrylamide; Flocculation; Cyanide; Characterization (materials science); Chemistry; Tailings; Chemical engineering; Waste management; Environmental science; Environmental chemistry; Chromatography; Materials science; Inorganic chemistry; Organic chemistry; Polymer chemistry; Engineering; Nanotechnology","score_opus":0.02106055989805033,"score_gpt":0.24106440098590437,"score_spread":0.22000384108785404,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2736098479","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99770486,0.000009702935,0.00023989443,0.0014282004,0.000062771695,0.00016988922,7.780691e-7,0.00003683538,0.00034706094],"genre_scores_gemma":[0.99970984,0.00001259027,0.00011263588,0.000023061666,0.000004837958,0.000010285781,0.0000013390918,0.000003632659,0.00012177295],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991334,0.000009507641,0.00019761237,0.00026952176,0.000184535,0.00020543725],"domain_scores_gemma":[0.9995685,0.0000033298518,0.00009442668,0.0002764768,0.00003138671,0.000025878591],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027754405,0.000075914,0.00011903455,0.00026615954,0.0005138855,0.000045077068,0.0002677298,0.000032233485,0.00005021749],"category_scores_gemma":[0.00012825202,0.00005574618,0.000011378864,0.00023123017,0.0009625021,0.00064015074,0.0005961489,0.000058138285,0.000028138893],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003108401,0.000010226123,0.20613316,0.0000016724671,5.2798504e-7,0.0000012350449,0.00028333196,0.00017335924,0.7915127,0.00023140594,2.9580158e-7,0.0016489567],"study_design_scores_gemma":[0.000117160984,0.00001302944,0.40285274,0.000012545167,0.0000019999861,0.0000066855437,0.000057158522,0.018119255,0.5782759,0.00035957267,0.00011572551,0.00006818862],"about_ca_topic_score_codex":0.00006198188,"about_ca_topic_score_gemma":0.00011827585,"teacher_disagreement_score":0.21323678,"about_ca_system_score_codex":0.00004839349,"about_ca_system_score_gemma":0.00000909144,"threshold_uncertainty_score":0.3952444},"labels":[],"label_agreement":null},{"id":"W2751572034","doi":"10.2166/wst.2018.458","title":"Comparison of the impacts of thermal pretreatment on waste activated sludge using aerobic and anaerobic digestion","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Anaerobic Digestion and Biogas Production","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Respirometry; Biodegradation; Anaerobic exercise; Chemistry; Activated sludge; Fractionation; Anaerobic digestion; Chemical oxygen demand; Pulp and paper industry; Hydrolysis; Waste management; Environmental chemistry; Chromatography; Wastewater; Biochemistry; Organic chemistry; Biology; Methane","score_opus":0.01637773682825074,"score_gpt":0.26062316028625165,"score_spread":0.2442454234580009,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2751572034","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989918,0.000030666517,0.0001661474,0.00019955967,0.00025707218,0.00014416793,8.3899295e-7,0.00009443466,0.00011535189],"genre_scores_gemma":[0.99964285,0.000004996472,0.00031185464,0.000005706908,0.000015606127,0.0000021272501,6.3287854e-7,0.00000650056,0.000009706313],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993045,0.000011779226,0.0001673749,0.00017516068,0.00013424963,0.00020695057],"domain_scores_gemma":[0.9995664,0.0000036495949,0.000056351677,0.000272736,0.000075472795,0.000025428864],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011780783,0.00009851158,0.00013641366,0.00031252683,0.00012185126,0.0000105000945,0.00020345833,0.000084920466,0.0000054393086],"category_scores_gemma":[0.000018265098,0.000056175926,0.000018175007,0.000687037,0.0010946442,0.00013451357,0.000079788595,0.000090759146,0.0000026881296],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000831272,0.000030685555,0.005025327,0.000004580103,0.0000056875892,1.0269634e-7,0.0003449086,0.0018658752,0.99043995,0.00090206857,0.0000040817404,0.0013684399],"study_design_scores_gemma":[0.00012017996,0.00027779114,0.005421748,0.0000427427,0.0000098232285,0.0000053717886,0.00013993947,0.0016712944,0.9921417,0.000058919697,0.00005013611,0.000060313647],"about_ca_topic_score_codex":0.000021156457,"about_ca_topic_score_gemma":0.000007794796,"teacher_disagreement_score":0.0017018096,"about_ca_system_score_codex":0.00008161054,"about_ca_system_score_gemma":0.00001815278,"threshold_uncertainty_score":0.40332624},"labels":[],"label_agreement":null},{"id":"W2761808020","doi":"10.2166/wst.2017.511","title":"Simultaneous organic matter removal and nitrification of an inert self-supporting immersed media to upgrade aerated lagoons","year":2017,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Nitrification; Effluent; Aeration; Organic matter; Chemistry; Inert; Pulp and paper industry; Environmental chemistry; Environmental engineering; Aerated lagoon; Environmental science; Wastewater; Nitrogen; Activated sludge; Organic chemistry; Engineering","score_opus":0.007727580477790875,"score_gpt":0.23752557366205135,"score_spread":0.22979799318426047,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2761808020","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971611,0.0000039752044,0.000050465995,0.0019871646,0.00008487171,0.00024838548,0.000002741594,0.00010718189,0.00035413192],"genre_scores_gemma":[0.9841683,0.0000020473262,0.015541263,0.00007440809,0.00001298112,0.000009224319,0.0000054318366,0.00001317432,0.0001731806],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983522,0.00001678412,0.0002611588,0.0005648237,0.00027725816,0.00052776566],"domain_scores_gemma":[0.99890906,0.00001120743,0.00013505988,0.0007677483,0.00003064697,0.00014626779],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003787617,0.00016264552,0.00019069853,0.00027420957,0.000561031,0.00009961172,0.0009473889,0.00011695554,0.00023931061],"category_scores_gemma":[0.000080654994,0.000115227165,0.000020149744,0.00042480297,0.001090957,0.00046914283,0.0005560705,0.00010391956,0.00037980243],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001124469,0.000058423037,0.027704274,0.0000021844592,0.0000041539565,0.0000510993,0.0011390878,0.0000126560235,0.96845293,0.000014810284,0.000010395094,0.0025387285],"study_design_scores_gemma":[0.00030131944,0.00013424731,0.010045711,0.000005063537,0.000019413521,0.00018630263,0.00029479724,0.0010537015,0.98702204,0.00044873907,0.00031584763,0.00017282095],"about_ca_topic_score_codex":0.0001663655,"about_ca_topic_score_gemma":0.00009552238,"teacher_disagreement_score":0.018569093,"about_ca_system_score_codex":0.000090917914,"about_ca_system_score_gemma":0.000020554104,"threshold_uncertainty_score":0.48817185},"labels":[],"label_agreement":null},{"id":"W2767967931","doi":"10.2166/wst.2017.575","title":"Solid–liquid separation of an effluent produced by a fixed media biofilm reactor","year":2017,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Collège Shawinigan; Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Settling; Effluent; Suspended solids; Settling time; Decantation; Particle size; Environmental engineering; Particle (ecology); Materials science; Chemistry; Chemical engineering; Chromatography; Pulp and paper industry; Environmental science; Wastewater; Ecology; Biology; Engineering","score_opus":0.011657360291710024,"score_gpt":0.2775442790262921,"score_spread":0.26588691873458203,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2767967931","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981522,0.000009727,0.000016633592,0.0009982265,0.0001748205,0.00024254325,0.0000072851913,0.00009890284,0.0002996661],"genre_scores_gemma":[0.99793595,0.000003772511,0.0018389025,0.000020443813,0.000017327355,0.00002650466,0.000010243091,0.000009284237,0.00013755221],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99825895,0.000018682322,0.0002232448,0.00059502263,0.0003904997,0.00051362236],"domain_scores_gemma":[0.99863833,0.000004132389,0.00013893332,0.0010900273,0.000024654239,0.000103930615],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040719373,0.00016169927,0.00019208956,0.00018375665,0.00043891458,0.00007442985,0.0013622121,0.0001254361,0.00015005576],"category_scores_gemma":[0.000057016914,0.00010638216,0.0000339314,0.00024169144,0.002299674,0.0008301548,0.0005675885,0.00008847055,0.00027027942],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031056694,0.000104744664,0.0040100673,0.0000014446445,0.0000035459261,0.0000063537896,0.00041936908,0.0000034196428,0.99431056,0.00003198102,0.000054903427,0.0010225594],"study_design_scores_gemma":[0.0002892366,0.0004193022,0.0014060481,0.000004707328,0.00001087537,0.000014552282,0.000040829196,0.00015241448,0.996459,0.00028157487,0.0007798756,0.00014160384],"about_ca_topic_score_codex":0.0001346922,"about_ca_topic_score_gemma":0.00004860971,"teacher_disagreement_score":0.0026040194,"about_ca_system_score_codex":0.0001127884,"about_ca_system_score_gemma":0.000021509803,"threshold_uncertainty_score":0.84732455},"labels":[],"label_agreement":null},{"id":"W2768305441","doi":"10.2166/wst.2017.563","title":"Effect of Doppler flow meter position on discharge measurement in surcharged manholes","year":2017,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Flow Measurement and Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"National Natural Science Foundation of China","keywords":"Metre; Flow measurement; Flow (mathematics); Doppler effect; Position (finance); Environmental science; Acoustics; Mechanics; Physics; Business","score_opus":0.012723459764049361,"score_gpt":0.22963353640132622,"score_spread":0.21691007663727685,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2768305441","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99769074,0.000039233426,0.00059624197,0.00051968865,0.00020454742,0.00014648627,0.0000018584202,0.000116389325,0.00068479666],"genre_scores_gemma":[0.9997872,0.0000058285964,0.00012886911,0.000006479072,0.000013090164,0.00003088733,0.0000015483307,0.000009568047,0.000016524857],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987213,0.00002156295,0.0001841321,0.00024904418,0.0004546384,0.00036933395],"domain_scores_gemma":[0.99929315,0.000004745915,0.000032210315,0.0005789197,0.00005934196,0.000031658627],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015319121,0.00013761644,0.00022907383,0.00086304423,0.00016935969,0.000050852595,0.0006557314,0.00008211336,0.000026269097],"category_scores_gemma":[0.00006708741,0.000090261055,0.0000534192,0.00026845236,0.0003210828,0.00023749968,0.0000881393,0.00014120844,0.00005481234],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001304546,0.00002127942,0.007420064,0.000031088555,0.000013577956,0.000003956922,0.00008944575,0.0008058896,0.9834796,0.00008798331,0.000022368382,0.0080117],"study_design_scores_gemma":[0.00034842195,0.00013865266,0.0017733829,0.000058093483,0.000015676824,0.0000014559558,0.0000061133173,0.009335835,0.98800135,0.00014520019,0.00006288747,0.00011291067],"about_ca_topic_score_codex":0.000014113455,"about_ca_topic_score_gemma":0.000048425434,"teacher_disagreement_score":0.008529945,"about_ca_system_score_codex":0.00011972463,"about_ca_system_score_gemma":0.0000075704997,"threshold_uncertainty_score":0.3680739},"labels":[],"label_agreement":null},{"id":"W2775400594","doi":"10.2166/wst.2017.624","title":"Plant growth and nutrient uptake in treatment wetlands for water with low pollutant concentration","year":2017,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Constructed Wetlands for Wastewater Treatment","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Montréal","funders":"","keywords":"Phragmites; Macrophyte; Environmental science; Nutrient; Biomass (ecology); Pollutant; Typha angustifolia; Typha; Wetland; Constructed wetland; Effluent; Aquatic plant; Wastewater; Agronomy; Environmental engineering; Ecology; Biology","score_opus":0.006274751136222239,"score_gpt":0.205382901917059,"score_spread":0.19910815078083674,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2775400594","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962879,0.000006962978,0.00019750358,0.0022382839,0.000100877354,0.00067813887,0.000024172921,0.00006147592,0.0004047049],"genre_scores_gemma":[0.9985502,0.000019607949,0.0011250487,0.000028147217,0.000010346439,0.00016974103,0.000012136716,0.000010651451,0.00007415511],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981284,0.000008001246,0.00021726837,0.0006631898,0.00022144402,0.0007616791],"domain_scores_gemma":[0.99927,0.000006060756,0.000062573614,0.0005456937,0.000011780309,0.00010387805],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017194128,0.00022190281,0.00022304061,0.00018999801,0.00066200487,0.0001622614,0.0004977277,0.00009578762,0.000036550307],"category_scores_gemma":[0.000010293809,0.00010954957,0.00002322216,0.00013228267,0.0019430737,0.00041702852,0.0003045685,0.00006661506,0.00002429739],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019283846,0.00019582652,0.51417226,0.000009191879,0.000014681269,0.000086116066,0.0021664668,0.000039631086,0.47244695,0.0009429027,0.0000037562213,0.009729393],"study_design_scores_gemma":[0.0025046156,0.00090462784,0.018356578,0.000022823127,0.000018012315,0.00013330797,0.00015677097,0.0006267818,0.9739418,0.00216537,0.00094704767,0.00022228814],"about_ca_topic_score_codex":0.00028009427,"about_ca_topic_score_gemma":0.0007086295,"teacher_disagreement_score":0.5014948,"about_ca_system_score_codex":0.00032627553,"about_ca_system_score_gemma":0.000024985698,"threshold_uncertainty_score":0.71593356},"labels":[],"label_agreement":null},{"id":"W2782783030","doi":"10.2166/wst.2018.023","title":"Evaluation of Ficus benjamina wood chip-based fungal biofiltration for the treatment of Tequila vinasses","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Enzyme-mediated dye degradation","field":"Agricultural and Biological Sciences","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Centre de Recherche Industrielle du Québec","funders":"","keywords":"Biofilter; Chemistry; Trametes versicolor; Bagasse; Chemical oxygen demand; Phanerochaete; Pulp and paper industry; Biochemical oxygen demand; Biodegradation; Chrysosporium; Laccase; Environmental engineering; Environmental science; Wastewater; Organic chemistry","score_opus":0.04018122881167075,"score_gpt":0.2793301582026909,"score_spread":0.23914892939102017,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2782783030","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9966059,0.00010187267,0.0001764585,0.002236667,0.00017611675,0.00055840524,0.000021778145,0.000046700276,0.00007610164],"genre_scores_gemma":[0.9994092,0.0000122968295,0.00034859002,0.000014352466,0.00007048961,0.0001048336,0.000025548556,6.643346e-7,0.000014028144],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988174,0.000038670078,0.00021081997,0.0002589619,0.00043674183,0.0002373936],"domain_scores_gemma":[0.998902,0.000096644624,0.00012401948,0.00013852156,0.0007181614,0.000020615602],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010430777,0.000091179936,0.00011783163,0.00010093579,0.0002504748,0.000020072464,0.00039820236,0.00010241494,0.000047572365],"category_scores_gemma":[0.00017163246,0.000026604315,0.000042870863,0.0009370262,0.0010259268,0.00013190662,0.000025022251,0.000027935064,0.0000059400163],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012094112,0.00011541263,0.0013270973,0.0000014140649,0.0000039336987,5.0922207e-8,0.00010643517,0.000018340214,0.86986023,0.00024281889,0.000009321572,0.12830283],"study_design_scores_gemma":[0.0002362922,0.002554813,0.010889142,0.0000059733807,0.00005131517,0.0000013183999,0.00026736985,0.0052678906,0.9787576,0.0010900036,0.00081632345,0.00006196367],"about_ca_topic_score_codex":0.00006922379,"about_ca_topic_score_gemma":0.00047340017,"teacher_disagreement_score":0.12824087,"about_ca_system_score_codex":0.000075614254,"about_ca_system_score_gemma":0.000054014286,"threshold_uncertainty_score":0.378007},"labels":[],"label_agreement":null},{"id":"W2783604009","doi":"10.2166/wst.2018.021","title":"A framework for good biofilm reactor modeling practice (GBRMP)","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":56,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Process (computing); Biofilm; Computer science; Calibration; Simple (philosophy); Hierarchy; Range (aeronautics); Variety (cybernetics); Process modeling; Biochemical engineering; Control engineering; Process engineering; Work in process; Engineering; Artificial intelligence; Mathematics; Programming language","score_opus":0.019929652577573873,"score_gpt":0.2750638715970478,"score_spread":0.2551342190194739,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2783604009","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9540772,0.000015713096,0.03810696,0.004351321,0.00034452125,0.00038180136,0.00000338974,0.0002823932,0.0024367173],"genre_scores_gemma":[0.749634,0.0000034364023,0.24980032,0.00023142099,0.00007132331,0.00005043714,0.0000018492494,0.000013871677,0.00019330022],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9978853,0.000015713045,0.0002117696,0.0007147023,0.0002949206,0.00087763136],"domain_scores_gemma":[0.9991402,0.000030272997,0.000059228034,0.00060248777,0.000058241032,0.00010957804],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000549466,0.0001899039,0.0001618269,0.00027047453,0.0005028244,0.00008745398,0.000926553,0.00020606926,0.00022647227],"category_scores_gemma":[0.0001824447,0.00012696501,0.000052376683,0.0009820135,0.0017489868,0.00071741076,0.0005647483,0.00016161382,0.0013354319],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000681933,0.00015999169,0.0012455266,0.0000029133778,0.000013252329,0.000013546856,0.0011721104,0.00004902255,0.9829146,0.008916959,0.000085239866,0.0053586075],"study_design_scores_gemma":[0.00028806122,0.00046631353,0.000017636261,0.000010816643,0.000030504381,0.000092974915,0.00040593464,0.0072373045,0.92918,0.04363335,0.0183799,0.00025716366],"about_ca_topic_score_codex":0.00007894882,"about_ca_topic_score_gemma":0.000016765429,"teacher_disagreement_score":0.21169336,"about_ca_system_score_codex":0.00019510795,"about_ca_system_score_gemma":0.000026403208,"threshold_uncertainty_score":0.99944216},"labels":[],"label_agreement":null},{"id":"W2784005987","doi":"10.2166/wst.2018.009","title":"Numerical modeling on sediment capture in catch basins","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Sediment; Sump (aquarium); Structural basin; Inflow; Surface runoff; Hydraulics; Environmental science; Geology; Hydrology (agriculture); Sediment transport; Geotechnical engineering; Geomorphology; Engineering; Oceanography; Ecology","score_opus":0.009085163228473286,"score_gpt":0.22719285246620344,"score_spread":0.21810768923773016,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2784005987","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9837191,0.000009055269,0.0031126605,0.0055632917,0.00017200454,0.000118188625,7.233103e-7,0.00012916165,0.0071757794],"genre_scores_gemma":[0.99832654,0.000003273922,0.0005867514,0.000921352,0.000019129524,0.000021699736,0.0000011878429,0.0000067645283,0.00011330827],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982353,0.00001143917,0.00018521414,0.00060230924,0.00030463413,0.0006611313],"domain_scores_gemma":[0.9995636,0.0000047086687,0.000019044302,0.000327436,0.0000129964865,0.000072242736],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00038708464,0.00013726289,0.0001374568,0.0003109792,0.00026802885,0.000014124174,0.0007309224,0.00017464538,0.00081018085],"category_scores_gemma":[0.000015054185,0.00009460237,0.000017769644,0.0011379381,0.0018341766,0.00023891013,0.00014630455,0.00026291062,0.0011695873],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020086522,0.0012408642,0.4196977,0.000017928485,0.000012722443,0.00027349856,0.015242267,0.11839446,0.4254439,0.0033273075,0.00038803168,0.015760465],"study_design_scores_gemma":[0.00067527895,0.0008714372,0.0025669616,0.000027994896,0.000010174665,0.00005315487,0.0003348613,0.10445968,0.8653847,0.010793679,0.014249244,0.00057280733],"about_ca_topic_score_codex":0.00018279905,"about_ca_topic_score_gemma":0.00020366434,"teacher_disagreement_score":0.4399408,"about_ca_system_score_codex":0.0001472805,"about_ca_system_score_gemma":0.000024638806,"threshold_uncertainty_score":0.9996081},"labels":[],"label_agreement":null},{"id":"W2784963614","doi":"10.2166/wst.2018.011","title":"Performance of a membrane bioreactor in extreme concentrations of bisphenol A","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Microplastics and Plastic Pollution","field":"Environmental Science","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"CTT Group (Canada); Centre de Recherche Industrielle du Québec; Institut National de la Recherche Scientifique","funders":"","keywords":"Chemistry; Biodegradation; Bisphenol A; Membrane bioreactor; Hydraulic retention time; Nitrification; Bioreactor; Activated sludge; Environmental chemistry; Chemical oxygen demand; Nitrifying bacteria; Heterotroph; Autotroph; Bacteria; Chromatography; Sewage treatment; Environmental engineering; Nitrogen; Organic chemistry; Biology","score_opus":0.014949259698972189,"score_gpt":0.20276533970855057,"score_spread":0.1878160800095784,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2784963614","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973583,0.0000037390873,0.0005911418,0.00011601486,0.0000982293,0.000086372376,0.0000050207877,0.000016073005,0.0017251107],"genre_scores_gemma":[0.9987405,0.0000071314576,0.0011967378,0.0000098570135,0.0000050331832,0.0000037740201,5.7710815e-7,0.0000024284045,0.0000339733],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991252,0.000006196639,0.00021085991,0.00020299564,0.0001711184,0.00028363534],"domain_scores_gemma":[0.99966824,0.000008790572,0.000060296556,0.00021059411,0.00002268663,0.000029362629],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00022302415,0.000063892636,0.00010709376,0.00025468037,0.00006538466,0.000004399276,0.00037227548,0.00006043427,0.00046834012],"category_scores_gemma":[0.00004664845,0.000045510467,0.000011132154,0.0010688985,0.0031728467,0.00014764867,0.00017143851,0.00005843767,0.00009095819],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007667394,0.00003380479,0.057784315,0.000003153519,5.3498724e-7,4.365525e-7,0.00032997847,0.000051857547,0.940123,0.0003533189,0.000005686243,0.0013062191],"study_design_scores_gemma":[0.00013928648,0.00020210388,0.0169057,0.000015003756,0.0000024890448,0.000006287458,0.000039676874,0.008314463,0.97365654,0.00016264073,0.00049705186,0.000058785587],"about_ca_topic_score_codex":0.000118875665,"about_ca_topic_score_gemma":0.00013045654,"teacher_disagreement_score":0.040878613,"about_ca_system_score_codex":0.000057584486,"about_ca_system_score_gemma":0.000030913627,"threshold_uncertainty_score":0.99954},"labels":[],"label_agreement":null},{"id":"W2787887766","doi":"10.2166/wst.2018.063","title":"Effect of water-to-cement ratio and curing method on the strength, shrinkage and slump of the biosand filter concrete body","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Mitacs","keywords":"Slump; Shrinkage; Cement; Curing (chemistry); Environmental science; Pulp and paper industry; Waste management; Composite material; Materials science; Engineering","score_opus":0.006259157547182639,"score_gpt":0.23610612270975134,"score_spread":0.2298469651625687,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2787887766","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9947551,0.000004726351,0.00095456594,0.0026824924,0.0000991938,0.00047667878,0.0000029592557,0.000028241317,0.0009960525],"genre_scores_gemma":[0.9989844,0.0000022654697,0.00066667923,0.000117824144,0.00000818091,0.000031375504,2.6385018e-7,0.000005522013,0.00018348393],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99868786,0.00008698286,0.00018746263,0.00038932584,0.00027967987,0.000368704],"domain_scores_gemma":[0.99927294,0.000049186856,0.00005028735,0.0005746726,0.00001248156,0.000040414234],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0012230123,0.00012996656,0.00014766167,0.00017488969,0.00037918086,0.000030002797,0.000696038,0.00004909088,0.00014834657],"category_scores_gemma":[0.000054964974,0.000054432003,0.000021915539,0.00040970667,0.0032907429,0.00014191415,0.0017590058,0.000099585326,0.000039585964],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000107683,0.0000064909673,0.011473195,0.000007884866,0.0000066763128,5.2042117e-7,0.0012281771,0.0000100215775,0.9850035,0.00089080835,0.00007712808,0.0012848846],"study_design_scores_gemma":[0.00015662349,0.0006081271,0.003021033,0.000017581999,0.000017611752,0.0000036565457,0.000063059946,0.00058004743,0.9934045,0.0002980346,0.0017499272,0.0000797806],"about_ca_topic_score_codex":0.00007593007,"about_ca_topic_score_gemma":0.000016100565,"teacher_disagreement_score":0.008452162,"about_ca_system_score_codex":0.000049072012,"about_ca_system_score_gemma":0.0000035195717,"threshold_uncertainty_score":0.9994217},"labels":[],"label_agreement":null},{"id":"W2788541945","doi":"10.2166/wst.2018.073","title":"Advanced treatment of biologically pretreated coal chemical industry wastewater using the catalytic ozonation process combined with a gas-liquid-solid internal circulating fluidized bed reactor","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Advanced oxidation water treatment","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Activated carbon; Chemistry; Ozone; Fluidized bed; Chemical oxygen demand; Catalysis; Wastewater; Waste management; Coal; Carbon fibers; Industrial wastewater treatment; Chemical engineering; Sewage treatment; Adsorption; Organic chemistry; Materials science","score_opus":0.01498465610394927,"score_gpt":0.2735149730808727,"score_spread":0.2585303169769234,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2788541945","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997949,0.0000046216637,0.0005698164,0.000483549,0.00006181558,0.0006706369,0.0000051866664,0.0001475145,0.00010784256],"genre_scores_gemma":[0.9964894,0.0000017585281,0.0033104776,0.000028077862,0.000017832495,0.0000961507,0.00001571569,0.000017620994,0.000022957274],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9977606,0.000036040386,0.00041894574,0.0007294409,0.00042393335,0.0006310271],"domain_scores_gemma":[0.99900055,0.00002110313,0.00022211685,0.0005518449,0.000111623354,0.000092786555],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00019651845,0.00029154003,0.0003144347,0.00021090623,0.00027795017,0.000034835342,0.00069380325,0.00022233572,0.00012178168],"category_scores_gemma":[0.000052678013,0.00014226975,0.000039707847,0.00095812173,0.0037007236,0.00043256834,0.00030860724,0.00016870358,0.00003201756],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034544905,0.00018682297,0.014540613,0.000003008685,0.000017430606,0.0000109210305,0.0012678651,0.00024594308,0.9824075,0.000010628787,3.277861e-7,0.00096347573],"study_design_scores_gemma":[0.0013268442,0.0023228328,0.00029966212,0.00003646292,0.00003341871,0.00011752422,0.00036475147,0.00168044,0.9932893,0.00031458092,0.000018158173,0.00019600788],"about_ca_topic_score_codex":0.000073116236,"about_ca_topic_score_gemma":0.000018124654,"teacher_disagreement_score":0.01424095,"about_ca_system_score_codex":0.0007466363,"about_ca_system_score_gemma":0.000053730924,"threshold_uncertainty_score":0.9990106},"labels":[],"label_agreement":null},{"id":"W2789811102","doi":"10.2166/wst.2018.109","title":"Predicting fruit and vegetable processing wash-water quality","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality Monitoring and Analysis","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"Ontario Ministry of Agriculture, Food and Rural Affairs","keywords":"Total dissolved solids; Biochemical oxygen demand; Total suspended solids; Suspended solids; Water quality; Chemical oxygen demand; Environmental science; Wastewater; Ranking (information retrieval); Organic matter; Environmental engineering; Pulp and paper industry; Waste management; Engineering; Chemistry; Computer science","score_opus":0.01799854262325509,"score_gpt":0.2740407489332808,"score_spread":0.2560422063100257,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2789811102","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9956923,0.00001857528,0.0005758322,0.0017721687,0.00013832473,0.00007198819,6.407653e-7,0.0002627303,0.0014674283],"genre_scores_gemma":[0.9973776,0.0000020123323,0.0015053488,0.000061937084,0.00008152047,0.000012380349,8.731937e-7,0.000009019225,0.00094930734],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9977482,0.00003515458,0.00028091163,0.00070287666,0.00041643204,0.0008164245],"domain_scores_gemma":[0.9993722,0.0000063893103,0.000047489746,0.00042966875,0.00003778687,0.00010646047],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0015468542,0.00015263972,0.00019132665,0.00025967357,0.0009947511,0.00016085382,0.00064023625,0.000116095005,0.00014509479],"category_scores_gemma":[0.000049608658,0.00009111795,0.000025521893,0.0007581134,0.0037106331,0.0006239821,0.0010263748,0.00016874095,0.00046233865],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002477665,0.00001935378,0.2029863,0.0000071710547,0.0000022588151,0.0000018888812,0.0019421771,0.000011057327,0.79052234,0.000030318257,0.000006086371,0.004468564],"study_design_scores_gemma":[0.00010986636,0.00007035235,0.006819707,0.000014439964,0.000011042672,0.000014959004,0.00032333747,0.000701331,0.98652685,0.0030954476,0.002128073,0.00018461647],"about_ca_topic_score_codex":0.00046459967,"about_ca_topic_score_gemma":0.000021982201,"teacher_disagreement_score":0.19616659,"about_ca_system_score_codex":0.00010683879,"about_ca_system_score_gemma":0.000010966068,"threshold_uncertainty_score":0.99900067},"labels":[],"label_agreement":null},{"id":"W2790946617","doi":"10.2166/wst.2018.085","title":"Experimental study of geysers through a vent pipe connected to flowing sewers","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Systems and Optimization","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Head (geology); Hydraulic head; Drainage; Geology; Surge; Flow (mathematics); Volumetric flow rate; Electrical conduit; Pressure head; Sanitary sewer; Atmospheric pressure; Environmental science; Geotechnical engineering; Hydrology (agriculture); Mechanics; Geomorphology; Environmental engineering; Engineering","score_opus":0.011230557160194292,"score_gpt":0.2422201848000361,"score_spread":0.2309896276398418,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2790946617","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9881246,0.000016038672,0.009826275,0.000067782144,0.0007023539,0.00030746672,5.314936e-7,0.00034852338,0.0006064396],"genre_scores_gemma":[0.9985532,2.6272838e-7,0.0013295562,0.000016120339,0.000027954307,0.00003621267,5.0690704e-7,0.000012125306,0.000024036362],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990482,0.0000074542754,0.00019809353,0.0002468714,0.00017285187,0.00032656765],"domain_scores_gemma":[0.9995615,0.000001978911,0.000010803412,0.00031221696,0.00007744599,0.00003605812],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013643196,0.000102232945,0.00014738494,0.0004012377,0.000116868956,0.000025543892,0.0003909023,0.00005878682,0.000017412474],"category_scores_gemma":[0.0000096966005,0.00007823209,0.000014158326,0.0008930893,0.00022826577,0.00021117115,0.000154526,0.00005413769,0.00004122829],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005494057,0.000094318195,0.00081888743,0.0000062884396,0.000010740381,0.000004934368,0.027365558,0.009808327,0.96160096,0.000086518456,0.00009720747,0.00010074621],"study_design_scores_gemma":[0.00025033217,0.000655543,0.000079154255,0.000013924677,0.0000034647803,0.0000058261858,0.006053591,0.0045911246,0.9876981,0.000021898222,0.00051700475,0.0001100632],"about_ca_topic_score_codex":0.00006072445,"about_ca_topic_score_gemma":0.000040980092,"teacher_disagreement_score":0.026097093,"about_ca_system_score_codex":0.00008442533,"about_ca_system_score_gemma":0.000009575041,"threshold_uncertainty_score":0.31902122},"labels":[],"label_agreement":null},{"id":"W2792205022","doi":"10.2166/wst.2018.112","title":"International experiences in stormwater fee","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":65,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Stormwater; Business; Jurisdiction; Environmental planning; Stormwater management; Revenue; Surface runoff; Finance; Environmental protection; Geography; Political science; Law","score_opus":0.009714373651519658,"score_gpt":0.231402257433783,"score_spread":0.22168788378226334,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2792205022","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9374059,0.0000024807866,0.00088674563,0.0031299083,0.0007622859,0.00012857607,4.2658715e-7,0.00016309244,0.057520572],"genre_scores_gemma":[0.9961391,0.0000017068091,0.0017282376,0.00019791564,0.000041030115,0.00008339143,9.231301e-7,0.0000063290645,0.0018013363],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981813,0.000011234467,0.00019808483,0.00055989693,0.00041046704,0.00063905393],"domain_scores_gemma":[0.99947166,0.0000028345298,0.000030363313,0.00042190534,0.000018774454,0.000054446977],"candidate_categories":["sts","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00042134072,0.00011912965,0.000093071394,0.0007192109,0.00028034474,0.000065723725,0.0016282045,0.00006974622,0.0040797866],"category_scores_gemma":[0.00002530621,0.00008456653,0.0000185571,0.0012557094,0.0045720944,0.00083354895,0.0014537172,0.00011248084,0.003523844],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021447433,0.0002444651,0.46481636,0.0000019869465,0.000007424857,0.0000486205,0.03510784,0.00009356236,0.47912857,0.002721203,0.0043462752,0.013462224],"study_design_scores_gemma":[0.00044006537,0.00023091421,0.026329136,0.000009596231,0.0000042684137,0.000033846765,0.0042443257,0.001471171,0.48430333,0.004256392,0.47821423,0.00046272465],"about_ca_topic_score_codex":0.00014940012,"about_ca_topic_score_gemma":0.00021218313,"teacher_disagreement_score":0.47386795,"about_ca_system_score_codex":0.00037842142,"about_ca_system_score_gemma":0.000008996678,"threshold_uncertainty_score":0.9981369},"labels":[],"label_agreement":null},{"id":"W2792586183","doi":"10.2166/wst.2018.107","title":"River flood prediction using fuzzy neural networks: an investigation on automated network architecture","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrological Forecasting Using AI","field":"Environmental Science","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Victoria; University of Calgary; York University","funders":"","keywords":"Flood myth; Data mining; Computer science; Artificial neural network; Feature selection; Fuzzy logic; Selection (genetic algorithm); Artificial intelligence; Machine learning; Geography","score_opus":0.018917973518619177,"score_gpt":0.2364661161678986,"score_spread":0.2175481426492794,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2792586183","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9930666,0.0000029124137,0.0034821813,0.0006259629,0.00060972816,0.00020118496,0.0000012919476,0.0016626142,0.00034751528],"genre_scores_gemma":[0.99020165,3.4492246e-7,0.008922124,0.00059827033,0.0002293325,0.000008546936,0.000005806725,0.000015714775,0.00001821938],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9975735,0.00007998087,0.00024126042,0.0007911814,0.00039255715,0.00092150737],"domain_scores_gemma":[0.99919283,0.000011007316,0.000080884296,0.00052752154,0.000029730349,0.00015799877],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00068516267,0.0002052238,0.00015454514,0.00025531292,0.00096922,0.00007717359,0.00078259927,0.00026325427,0.0000939311],"category_scores_gemma":[0.00006387498,0.00014218513,0.000026082113,0.0020498787,0.006157206,0.0004197922,0.0004963664,0.00034931643,0.0001665943],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014479869,0.000028836901,0.025223251,7.5452505e-7,0.0000018773076,0.0000069698076,0.0004605724,0.8997297,0.06893859,0.00007186633,0.000083820974,0.0054392805],"study_design_scores_gemma":[0.00013543808,0.0007882071,0.005928941,0.000014914417,0.000009366814,0.00007628207,0.000007577077,0.9657486,0.018574711,0.008336967,0.00019588467,0.00018308366],"about_ca_topic_score_codex":0.000090063826,"about_ca_topic_score_gemma":0.00004006606,"teacher_disagreement_score":0.066018924,"about_ca_system_score_codex":0.00022071351,"about_ca_system_score_gemma":0.000013993492,"threshold_uncertainty_score":0.99654746},"labels":[],"label_agreement":null},{"id":"W2793316680","doi":"10.2166/wst.2018.027","title":"Removal of sewage phosphorus by adsorption and mineral precipitation, with recovery as a fertilizing soil amendment","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Phosphorus and nutrient management","field":"Environmental Science","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo; University of Guelph","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Amendment; Struvite; Chemistry; Effluent; Leaching (pedology); Adsorption; Soil water; Fertilizer; Ferrous; Phosphorus; Sewage sludge; Environmental chemistry; Nuclear chemistry; Sewage; Environmental engineering; Environmental science","score_opus":0.004408744603259358,"score_gpt":0.20125550692180486,"score_spread":0.1968467623185455,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2793316680","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99381024,0.000071718685,0.0008500955,0.0008922063,0.00009042181,0.0002210725,0.000001924011,0.00006291166,0.003999438],"genre_scores_gemma":[0.99694014,0.000058128222,0.0019406145,0.00013262642,0.000007992279,0.000024599476,0.0000022778452,0.000007519254,0.000886133],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985251,0.000011290884,0.0001904557,0.0005022419,0.00035785174,0.00041306287],"domain_scores_gemma":[0.9995182,0.0000050063613,0.0000789598,0.00030599622,0.00002834367,0.00006350531],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037540417,0.00012834869,0.00013057423,0.00017936974,0.00018916691,0.000036665126,0.0003578502,0.000059648635,0.00012798369],"category_scores_gemma":[0.000017568642,0.00008822933,0.000014935626,0.0007385243,0.002124796,0.00038307108,0.00044806418,0.0000704143,0.000092852155],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011783085,0.00009565377,0.006882912,0.000004894364,0.0000062958366,0.000010170344,0.0011661416,0.000046896297,0.9745505,0.00032204165,0.0005972289,0.01619945],"study_design_scores_gemma":[0.0003778661,0.001182781,0.0019314045,0.000020981635,0.000010073045,0.00006192609,0.00041131675,0.00029224507,0.9799181,0.0037856945,0.011834755,0.00017282939],"about_ca_topic_score_codex":0.0003061064,"about_ca_topic_score_gemma":0.00006150296,"teacher_disagreement_score":0.016026618,"about_ca_system_score_codex":0.00014555683,"about_ca_system_score_gemma":0.000012562428,"threshold_uncertainty_score":0.7828899},"labels":[],"label_agreement":null},{"id":"W2793831259","doi":"10.2166/wst.2018.098","title":"Modeling the biotransformation of trimethoprim in biological nutrient removal system","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Pharmaceutical and Antibiotic Environmental Impacts","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Trent University","keywords":"Biotransformation; Activated sludge; Biodegradation; Bioreactor; Nitrification; Chemistry; Anoxic waters; Environmental chemistry; Activated sludge model; Heterotroph; Aeration; Biofilm; Wastewater; Pulp and paper industry; Microbiology; Bacteria; Environmental engineering; Biology; Biochemistry; Organic chemistry; Environmental science; Enzyme; Nitrogen","score_opus":0.03153211634829109,"score_gpt":0.2814836359164407,"score_spread":0.24995151956814962,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2793831259","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9870941,0.000015567775,0.0086909225,0.0010798229,0.000091008435,0.00017830875,9.3275537e-7,0.000048538262,0.0028007799],"genre_scores_gemma":[0.99861187,0.000014667939,0.0012598503,0.00008675321,0.000010057233,0.0000025856464,3.9928557e-7,0.0000027874057,0.000011016108],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99878454,0.00003254963,0.00025477866,0.0002645209,0.000244818,0.00041876914],"domain_scores_gemma":[0.99967045,0.000008460742,0.000027458442,0.00023503258,0.0000063795665,0.00005224606],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0009358158,0.00009013992,0.000120926656,0.00016055861,0.00017148549,0.00001242972,0.0006065213,0.00009011219,0.00007045088],"category_scores_gemma":[0.00002703605,0.000044162192,0.000025182779,0.0009260116,0.003327682,0.00020939807,0.00035021227,0.00013331832,0.00017203308],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014191547,0.000058068876,0.004046301,0.000004013723,8.868245e-7,0.000004120191,0.000425632,0.0005986236,0.9877131,0.0016959812,0.0000016571485,0.005437442],"study_design_scores_gemma":[0.00018679071,0.00013074375,0.0007747369,0.00001722453,0.000002813303,0.00005500742,0.0004234292,0.06735854,0.9290652,0.0014478866,0.0004575846,0.00008004307],"about_ca_topic_score_codex":0.0000675293,"about_ca_topic_score_gemma":0.0000051693505,"teacher_disagreement_score":0.066759914,"about_ca_system_score_codex":0.00016380608,"about_ca_system_score_gemma":0.000007335014,"threshold_uncertainty_score":0.9993847},"labels":[],"label_agreement":null},{"id":"W2794675332","doi":"10.2166/wst.2018.140","title":"Techno-economic evaluation of simultaneous production of extra-cellular polymeric substance (EPS) and lipids by Cloacibacterium normanense NK6 using crude glycerol and sludge as substrate","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Biofuel production and bioconversion","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique","funders":"","keywords":"Biodiesel; Biodiesel production; Glycerol; Biomass (ecology); Pulp and paper industry; Extracellular polymeric substance; Waste management; Chemistry; Sewage sludge; Sewage treatment; Biochemistry; Catalysis; Biology; Engineering; Biofilm","score_opus":0.011657446134355536,"score_gpt":0.22604989207397838,"score_spread":0.21439244593962284,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2794675332","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979354,0.00048921246,0.00039670317,0.00017488078,0.0005531132,0.00026609472,0.0000034609318,0.00014403265,0.000037083333],"genre_scores_gemma":[0.99933696,0.00011438638,0.000457256,0.0000053954236,0.000042206135,0.00000541975,0.0000024067208,0.000011521544,0.000024466253],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988638,0.00001526726,0.00026175313,0.00039997656,0.00018594415,0.0002732501],"domain_scores_gemma":[0.9993995,0.0000039759743,0.000080792335,0.00031609507,0.00015884102,0.000040824507],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005230531,0.00014203387,0.00017246408,0.00047288748,0.000114714094,0.000019022085,0.00018453269,0.00015954682,0.000022560753],"category_scores_gemma":[0.000020076315,0.00012214581,0.000014199462,0.00045801332,0.0017610756,0.0002999436,0.000051775252,0.000108863656,0.000007762343],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001965606,0.000012868871,0.00041973134,0.00004744034,0.0000051931193,4.332846e-7,0.00025237084,0.00022202391,0.99505734,0.000016225309,0.0000041638245,0.0039425213],"study_design_scores_gemma":[0.00022084448,0.00015589426,0.000036247584,0.00001543112,0.000024373225,0.00007605961,0.00018046965,0.040542483,0.9582217,0.00018438742,0.0002069954,0.00013510972],"about_ca_topic_score_codex":0.000043423468,"about_ca_topic_score_gemma":0.0000060560674,"teacher_disagreement_score":0.04032046,"about_ca_system_score_codex":0.00009121677,"about_ca_system_score_gemma":0.00003356773,"threshold_uncertainty_score":0.6488756},"labels":[],"label_agreement":null},{"id":"W2797294289","doi":"10.2166/wst.2018.163","title":"Effect of boundary conditions on the performance of a dropshaft with an internal divider","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council","keywords":"Air entrainment; Entrainment (biomusicology); Dimensionless quantity; Circulation (fluid dynamics); Mechanics; Environmental science; Inlet; Downstream (manufacturing); Marine engineering; Engineering; Mechanical engineering; Physics","score_opus":0.0031254408335315933,"score_gpt":0.2191707839063428,"score_spread":0.2160453430728112,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2797294289","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984459,0.0000059528375,0.00022721264,0.00011445409,0.00010334386,0.000073221316,0.0000022322129,0.000084229185,0.0009434227],"genre_scores_gemma":[0.9998578,9.745573e-7,0.00008017878,0.000018233142,0.000014303962,0.000009085722,4.7938414e-7,0.0000050489098,0.000013896327],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994752,0.000009341276,0.00008919238,0.00010949432,0.00012977421,0.00018700761],"domain_scores_gemma":[0.99962366,0.00001306556,0.00001486189,0.00029135094,0.000038802034,0.000018251354],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019877484,0.00007117136,0.00009883224,0.00022251546,0.00011241183,0.000011839065,0.00045420596,0.000041722244,0.00004578025],"category_scores_gemma":[0.000011712205,0.00003227593,0.0000116949695,0.00031177784,0.0023195867,0.000112307425,0.00005091945,0.00010894179,0.000010838917],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006569663,0.000019848972,0.013847537,0.00006530835,0.00002594061,0.000004481531,0.0016763369,0.0021002896,0.9707733,0.002398467,0.00008738092,0.008935407],"study_design_scores_gemma":[0.00009425675,0.0019277151,0.00168855,0.00002887397,0.0000044070157,0.000022475817,0.00001783802,0.007863963,0.9877948,0.00024340008,0.00026544827,0.000048251488],"about_ca_topic_score_codex":0.00000664944,"about_ca_topic_score_gemma":0.000010819201,"teacher_disagreement_score":0.017021514,"about_ca_system_score_codex":0.00001376961,"about_ca_system_score_gemma":0.0000131560155,"threshold_uncertainty_score":0.85466135},"labels":[],"label_agreement":null},{"id":"W2797654730","doi":"10.2166/wst.2018.158","title":"Effects of tetracycline and ibuprofen on the relative abundance of microbial eukaryotic and bacterial populations in wastewater treatment","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Pharmaceutical and Antibiotic Environmental Impacts","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tetracycline; Abundance (ecology); Wastewater; Ibuprofen; Relative species abundance; Sewage treatment; Microbiology; Chemistry; Biology; Environmental chemistry; Environmental science; Ecology; Environmental engineering; Antibiotics; Pharmacology","score_opus":0.019134073743867722,"score_gpt":0.2732041198331892,"score_spread":0.2540700460893215,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2797654730","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980858,0.000010888694,0.000012176225,0.0014064994,0.00006840424,0.00023235565,0.0000028131863,0.0000070699825,0.00017401096],"genre_scores_gemma":[0.99940175,0.000016540376,0.0004584405,0.000039273542,0.000007631216,0.0000029261878,4.725883e-7,0.0000033800172,0.000069602705],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99923795,0.000026347063,0.00015550642,0.00023775393,0.00010380051,0.00023865009],"domain_scores_gemma":[0.9997371,0.00003508066,0.000041288014,0.00014346244,0.0000028937254,0.000040203697],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00016103755,0.00009260982,0.00012810435,0.00010716376,0.00010660617,0.00000768719,0.00016647328,0.000051740903,0.000075452466],"category_scores_gemma":[0.00003783264,0.000047375488,0.000011739802,0.0002807241,0.0043942225,0.00015893547,0.00025637948,0.000069323934,0.000027709215],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023903536,0.00010297046,0.045379806,0.000004383037,0.0000017642377,0.0000018544589,0.00051946245,0.0000031898735,0.9523936,0.00030636732,0.0000018683038,0.0012608272],"study_design_scores_gemma":[0.0003098514,0.0004649169,0.1607189,0.00002569444,0.0000071410636,0.000006282051,0.00002409836,0.0001058237,0.83657223,0.0016694308,0.000045380075,0.000050224528],"about_ca_topic_score_codex":0.00006950849,"about_ca_topic_score_gemma":0.000035800957,"teacher_disagreement_score":0.11582135,"about_ca_system_score_codex":0.00006162158,"about_ca_system_score_gemma":0.000003948534,"threshold_uncertainty_score":0.9983153},"labels":[],"label_agreement":null},{"id":"W2799927887","doi":"10.2166/wst.2018.150","title":"Sulfide production kinetics and model of stormwater retention ponds","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Stormwater; Environmental science; Sulfide; Production (economics); Kinetics; Hydrology (agriculture); Environmental engineering; Environmental chemistry; Chemistry; Geology; Surface runoff; Ecology; Geotechnical engineering; Economics; Biology","score_opus":0.015145781906467379,"score_gpt":0.21489027357845694,"score_spread":0.19974449167198957,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2799927887","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9866306,0.000004840359,0.00851489,0.0019136912,0.00018946684,0.00017211605,0.0000010714282,0.000115569674,0.002457721],"genre_scores_gemma":[0.99215806,0.000004353527,0.005611551,0.000037716738,0.000017744434,0.000013330261,0.0000011567637,0.000007320367,0.002148768],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986363,0.000009417093,0.0001928699,0.00047465935,0.00029146942,0.00039530243],"domain_scores_gemma":[0.99939835,0.0000014028487,0.000054099095,0.00046008104,0.000041399446,0.000044643013],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00039767346,0.00010296708,0.000099910205,0.00041907284,0.00023393205,0.00002097349,0.00043152488,0.000072945564,0.00009689155],"category_scores_gemma":[0.000030393072,0.00007547518,0.000015786049,0.0007528275,0.0043960637,0.0005029677,0.0007837598,0.00007574419,0.00014791818],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004432786,0.000032461987,0.009112379,0.0000028961742,0.0000016449785,3.366711e-7,0.00047972324,0.0002649972,0.9882964,0.0005627128,0.00028075452,0.000961297],"study_design_scores_gemma":[0.000110816894,0.00022816003,0.0036150366,0.0000059756076,0.000015206474,0.000011570681,0.000076769524,0.009963878,0.9737599,0.010130612,0.0019381394,0.0001439168],"about_ca_topic_score_codex":0.000032764234,"about_ca_topic_score_gemma":0.00005323814,"teacher_disagreement_score":0.014536448,"about_ca_system_score_codex":0.00013210028,"about_ca_system_score_gemma":0.0000058300634,"threshold_uncertainty_score":0.9983134},"labels":[],"label_agreement":null},{"id":"W2800216870","doi":"10.2166/wst.2018.213","title":"Modulation of transient pressure by an air pocket in a horizontal pipe with an end orifice","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Systems and Optimization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"National Natural Science Foundation of China","keywords":"Body orifice; Water hammer; Mechanics; Cabin pressurization; Pipe flow; Orifice plate; Flow (mathematics); Inlet; Transient (computer programming); Materials science; Geotechnical engineering; Geology; Engineering; Mechanical engineering; Composite material; Turbulence; Physics","score_opus":0.0042766232977394,"score_gpt":0.18845304359514095,"score_spread":0.18417642029740156,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2800216870","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9639503,0.000020561289,0.035262134,0.000058283233,0.0001294935,0.00015264265,0.0000051215916,0.0001907574,0.00023074914],"genre_scores_gemma":[0.998174,9.610266e-7,0.0017372478,0.000004444903,0.000018537101,0.000013695447,0.000008254506,0.000010863854,0.00003197327],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99918264,0.000010007184,0.00015624726,0.0002449777,0.00014906444,0.00025708982],"domain_scores_gemma":[0.999596,9.536799e-7,0.00001863864,0.00027585647,0.00007235111,0.000036226676],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017662959,0.00009117948,0.00011593543,0.00039545738,0.00005321213,0.000017183567,0.00027966945,0.00010383753,0.000009489908],"category_scores_gemma":[0.0000018929877,0.00006441275,0.000006330865,0.0006118718,0.0003323174,0.0005653956,0.000018017434,0.00007043568,0.000002590976],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023136465,0.00006648079,0.002160144,0.000025080319,0.0000048910024,0.0000026938123,0.0049613323,0.071633294,0.9186798,0.00021856306,0.000028532477,0.0021960766],"study_design_scores_gemma":[0.00022848196,0.00069391035,0.0014135254,0.000015598669,0.0000041476965,0.00001063547,0.00021764061,0.21148233,0.7848952,0.000071236434,0.00084458356,0.00012273213],"about_ca_topic_score_codex":0.00013293274,"about_ca_topic_score_gemma":0.0006552367,"teacher_disagreement_score":0.13984904,"about_ca_system_score_codex":0.000028801522,"about_ca_system_score_gemma":0.000012878219,"threshold_uncertainty_score":0.26266757},"labels":[],"label_agreement":null},{"id":"W2802678016","doi":"10.2166/wst.2018.175","title":"Dynamic characterization of a FeCl3-dosed anaerobic membrane bioreactor (AnMBR) treating municipal wastewater","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Solar Energy Technologies Office","keywords":"Wastewater; Bioreactor; Anaerobic exercise; Membrane bioreactor; Chemistry; Pulp and paper industry; Waste management; Environmental science; Environmental engineering; Engineering; Biology; Organic chemistry","score_opus":0.009170081994687556,"score_gpt":0.2380870510579926,"score_spread":0.22891696906330505,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2802678016","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9967049,0.0000028047682,0.0002714723,0.00089625263,0.00020123503,0.00032355104,0.000006244879,0.0005077735,0.0010857926],"genre_scores_gemma":[0.99619216,0.000009699133,0.0031723522,0.00005278733,0.000010861307,0.0000362777,0.000015755042,0.000018881101,0.00049122126],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9976131,0.00003204145,0.00046355146,0.0007163979,0.00043636083,0.0007385711],"domain_scores_gemma":[0.99869615,0.000011334469,0.00019452002,0.0009755264,0.000054135027,0.000068325215],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0005088099,0.00024007991,0.00029822995,0.00086003536,0.00035637472,0.0000484225,0.0014394696,0.00024531805,0.00089240324],"category_scores_gemma":[0.0000986964,0.00017092765,0.00004679928,0.0022305145,0.0054592458,0.00071902084,0.00089224445,0.00018023532,0.0006916189],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012713412,0.00004638158,0.0029703747,0.000005949539,0.0000034455254,0.0000028175314,0.00084748206,0.000015166704,0.99288297,0.00012707975,0.0000028505222,0.0030827955],"study_design_scores_gemma":[0.00022540778,0.0003193991,0.003517573,0.000016406835,0.000009406333,0.000021981232,0.00019978856,0.0039618365,0.99049425,0.00035518268,0.0006637211,0.00021507045],"about_ca_topic_score_codex":0.00013776551,"about_ca_topic_score_gemma":0.00013859132,"teacher_disagreement_score":0.005102871,"about_ca_system_score_codex":0.00020225656,"about_ca_system_score_gemma":0.000025584017,"threshold_uncertainty_score":0.99724734},"labels":[],"label_agreement":null},{"id":"W2803408917","doi":"10.2166/wst.2002.0060","title":"From municipal sewage to drinking water: fate and removal of pharmaceutical residues in the aquatic environment in urban areas","year":2002,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Pharmaceutical and Antibiotic Environmental Impacts","field":"Environmental Science","cited_by":393,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Public Health Agency of Canada","keywords":"Surface water; Sewage; Contamination; Environmental chemistry; Environmental science; Aquatic environment; Filtration (mathematics); Aquatic ecosystem; Groundwater; Water pollution; Environmental engineering; Chemistry; Ecology; Biology","score_opus":0.029068636698227214,"score_gpt":0.27380600651570064,"score_spread":0.24473736981747343,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2803408917","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9919263,0.00008407979,0.000036880632,0.0059712287,0.00003596012,0.00026474646,0.0000016279928,0.00002170936,0.001657478],"genre_scores_gemma":[0.9985762,0.00009151944,0.00069276255,0.00052855094,0.0000100003645,0.000008168576,0.0000011385256,0.000007905731,0.00008372941],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99787056,0.00007522176,0.00031718233,0.00053430605,0.00044206658,0.00076065067],"domain_scores_gemma":[0.9994115,0.00003411539,0.000027012904,0.00039674973,8.88414e-7,0.00012973705],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007004008,0.00017463454,0.00020640908,0.00024923086,0.00011672394,0.000031580315,0.00086799765,0.00008806454,0.00053912745],"category_scores_gemma":[0.00002790934,0.00009838451,0.000022460687,0.00046411564,0.0021883578,0.00024828585,0.0010763296,0.000290361,0.00036227333],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013384929,0.0002276439,0.107587375,0.0000030400436,0.0000022782604,0.00019542738,0.011145024,0.00028999857,0.8720942,0.000055007313,0.000010381426,0.008376198],"study_design_scores_gemma":[0.0006365251,0.00016528709,0.029334247,0.00004447316,0.000013865606,0.00009561228,0.0011410803,0.00729291,0.95236933,0.0032779262,0.0053521493,0.0002766068],"about_ca_topic_score_codex":0.00048674774,"about_ca_topic_score_gemma":0.00012782057,"teacher_disagreement_score":0.08027507,"about_ca_system_score_codex":0.0001519886,"about_ca_system_score_gemma":0.0000016467155,"threshold_uncertainty_score":0.8063095},"labels":[],"label_agreement":null},{"id":"W2803607456","doi":"10.2166/wst.2001.0145","title":"Modelling biological phosphorus removal from a cheese factory effluent by an SBR","year":2001,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydromantis Environmental Software Solutions (Canada); Polytechnique Montréal","funders":"","keywords":"Effluent; Sequencing batch reactor; Phosphorus; Factory (object-oriented programming); Activated sludge model; Enhanced biological phosphorus removal; Calibration; Environmental science; Process engineering; Pulp and paper industry; Environmental engineering; Waste management; Biochemical engineering; Chemistry; Engineering; Mathematics; Activated sludge; Computer science; Sewage treatment; Statistics","score_opus":0.01942550291248121,"score_gpt":0.22374050379287302,"score_spread":0.2043150008803918,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2803607456","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99629235,0.00014391156,0.0017642467,0.00042011435,0.00015083182,0.00019923232,0.000009091801,0.00034369965,0.0006764984],"genre_scores_gemma":[0.9889302,0.000064863554,0.010440801,0.0001155035,0.000023742166,0.000022149616,0.000023667088,0.000014634455,0.00036443133],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99731016,0.000032798856,0.00025372885,0.001006577,0.00042278942,0.0009739413],"domain_scores_gemma":[0.99908143,0.000006987107,0.00004925366,0.00063802855,0.00001383217,0.00021046381],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00030179828,0.00027412816,0.00023885095,0.00018731927,0.00041294598,0.00007673549,0.0012144282,0.00024358812,0.0007834312],"category_scores_gemma":[0.000008481619,0.00017291564,0.000059771028,0.000741861,0.0019578857,0.0005142668,0.00064497656,0.00022145158,0.0011222209],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000370101,0.00019197837,0.03492534,2.7331225e-7,0.0000061485384,0.00013578006,0.00040888498,0.0013466732,0.95724064,0.000026514357,0.00005315531,0.005627625],"study_design_scores_gemma":[0.00049235136,0.00034564105,0.0011114666,0.000004775158,0.0000132223095,0.00014466487,0.00023474525,0.014214036,0.9610933,0.004811039,0.01712933,0.00040543522],"about_ca_topic_score_codex":0.0010283344,"about_ca_topic_score_gemma":0.000016817496,"teacher_disagreement_score":0.033813875,"about_ca_system_score_codex":0.00028408924,"about_ca_system_score_gemma":0.0000147103465,"threshold_uncertainty_score":0.99965554},"labels":[],"label_agreement":null},{"id":"W2803607547","doi":"10.2166/wst.2002.0678","title":"Effect of long-term conventional tillage and no-tillage systems on soil and water quality at the field scale","year":2002,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Soil and Water Nutrient Dynamics","field":"Environmental Science","cited_by":40,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Environment and Climate Change Canada; Agriculture and Agri-Food Canada","funders":"","keywords":"Tile drainage; Tillage; Drainage; Conventional tillage; Environmental science; Earthworm; Hydrology (agriculture); Hydraulic conductivity; Water quality; Soil water; Agronomy; Soil science; Geology; Ecology; Biology; Geotechnical engineering","score_opus":0.006535550021326739,"score_gpt":0.23000637405883345,"score_spread":0.2234708240375067,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2803607547","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99662596,0.000049048132,0.000029665714,0.0014138438,0.00022747522,0.0002159318,0.000003365587,0.00004697837,0.0013877557],"genre_scores_gemma":[0.9984964,0.000026081483,0.000006608475,0.00011670058,0.000013327986,0.000020180149,0.0000019561112,0.0000057414454,0.0013130057],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985668,0.0000647987,0.00019383745,0.00043944706,0.00033005158,0.0004050586],"domain_scores_gemma":[0.99943835,0.00006878461,0.00004665974,0.00037093746,0.000014808902,0.00006047146],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00080341,0.00014397634,0.00018764634,0.00011161456,0.00032347327,0.000044348297,0.0003897463,0.00012133049,0.00013259266],"category_scores_gemma":[0.000029781108,0.00006721856,0.000031033644,0.00018643659,0.002402535,0.00013688901,0.00075788476,0.00011421494,0.00030993196],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000046485657,0.000048471415,0.9172664,0.000060538336,0.0000052290907,0.000008822275,0.00049682776,0.000049709786,0.07702179,0.000065620436,0.00035887555,0.0045712013],"study_design_scores_gemma":[0.00087279663,0.00124677,0.02439992,0.000040274666,0.00001997551,0.00008461525,0.00004631436,0.0026263362,0.96852815,0.0003911932,0.0014366296,0.00030701087],"about_ca_topic_score_codex":0.00006461975,"about_ca_topic_score_gemma":0.000019053228,"teacher_disagreement_score":0.8928665,"about_ca_system_score_codex":0.00006181226,"about_ca_system_score_gemma":0.0000012196043,"threshold_uncertainty_score":0.885224},"labels":[],"label_agreement":null},{"id":"W2803679309","doi":"10.2166/wst.2000.0664","title":"Floating geomembrane covers for odour control and biogas collection and utilization in municipal lagoons","year":2000,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Anaerobic Digestion and Biogas Production","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomembrane Technologies (Canada)","funders":"","keywords":"Biogas; Environmental science; Facultative lagoon; Wastewater; Sewage treatment; Anaerobic exercise; Aeration; Environmental engineering; Stabilization pond; Waste management; Engineering","score_opus":0.014172880955230449,"score_gpt":0.22075311620303326,"score_spread":0.2065802352478028,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2803679309","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99659604,0.00006805493,0.0015294811,0.0011553584,0.00010995794,0.00020115938,0.0000018315644,0.000197228,0.00014086858],"genre_scores_gemma":[0.9991142,0.00015304347,0.0005411648,0.000028612892,0.00001233902,0.0000142630415,0.000002542771,0.0000050664567,0.00012874634],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99945253,0.00000418424,0.000101879275,0.00018218097,0.000050797247,0.00020844421],"domain_scores_gemma":[0.99985963,0.0000053611175,0.00000884364,0.00007930771,0.000023087861,0.000023787958],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002150948,0.00006437517,0.00007974073,0.00043651962,0.00014358114,0.000029445513,0.00006589598,0.00007862338,0.000012420176],"category_scores_gemma":[0.000021084114,0.000054521242,0.0000067367246,0.0005364649,0.00026965767,0.00019090936,0.000013340889,0.00006054885,0.0000026053463],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000886225,0.00005767418,0.009381901,0.000031724572,0.000014712429,0.0000037261614,0.0026300147,0.03396691,0.863911,0.012971136,0.00017409718,0.07676852],"study_design_scores_gemma":[0.0044529247,0.0004925268,0.00952131,0.000072917726,0.000033138003,0.0001484416,0.0016682757,0.26054168,0.6483731,0.0037539483,0.070343,0.0005986794],"about_ca_topic_score_codex":0.000033104498,"about_ca_topic_score_gemma":0.000076257245,"teacher_disagreement_score":0.22657476,"about_ca_system_score_codex":0.000035352994,"about_ca_system_score_gemma":0.000006883711,"threshold_uncertainty_score":0.22233117},"labels":[],"label_agreement":null},{"id":"W2804112827","doi":"10.2166/wst.2005.0029","title":"Can geotextiles modify the transfer of heavy metals transported by stormwater in infiltration basins?","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Bundesinstitut für Sportwissenschaft","keywords":"Geotextile; Stormwater; Infiltration (HVAC); Hydric soil; Environmental science; Leaching (pedology); Heavy metals; Earthworm; Retention basin; Environmental engineering; Geotechnical engineering; Surface runoff; Soil water; Environmental chemistry; Soil science; Materials science; Geology; Chemistry; Composite material","score_opus":0.007418514353069264,"score_gpt":0.20914431652226742,"score_spread":0.20172580216919817,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2804112827","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98796046,0.000046102625,0.0003901165,0.010400341,0.0000377236,0.00028820004,0.000021407744,0.000048835584,0.0008068371],"genre_scores_gemma":[0.9993338,0.000040517854,0.00015412201,0.00028048872,0.0000056432987,0.000038961276,0.0000048186885,0.000009475225,0.00013218529],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99829376,0.000026965767,0.00032805887,0.00038922796,0.00040534505,0.0005566434],"domain_scores_gemma":[0.9995173,0.000010550708,0.000032607673,0.00038235766,0.0000056684216,0.00005146739],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0004850719,0.00017294614,0.00021245022,0.00019574157,0.00020632113,0.000018142127,0.00068328885,0.00010379523,0.0004338931],"category_scores_gemma":[0.000010735452,0.000093294395,0.000039700935,0.0007136314,0.0031095282,0.00048765418,0.0001351539,0.0001744058,0.00007135929],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012032853,0.00010838099,0.01903197,0.0000021704684,0.000005297158,0.0000018636578,0.003290585,0.0034787653,0.96874666,0.00003672252,0.000070415095,0.005215108],"study_design_scores_gemma":[0.00030100052,0.00009848869,0.016542407,0.0000047623093,0.000011065082,0.000010728205,0.00022391476,0.0007683285,0.9784369,0.00031596652,0.0031323317,0.00015412604],"about_ca_topic_score_codex":0.0007063214,"about_ca_topic_score_gemma":0.0012880871,"teacher_disagreement_score":0.011373351,"about_ca_system_score_codex":0.00023986252,"about_ca_system_score_gemma":0.000009875617,"threshold_uncertainty_score":0.99960345},"labels":[],"label_agreement":null},{"id":"W2804123563","doi":"10.2166/wst.2003.0474","title":"Production of biopesticides using wastewater sludge as a raw material - effect of process parameters","year":2003,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Insect Resistance and Genetics","field":"Biochemistry, Genetics and Molecular Biology","cited_by":31,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Biopesticide; Raw material; Hydrolysis; Wastewater; Chemistry; Activated sludge; Pulp and paper industry; Bacillus thuringiensis; Sewage treatment; Waste management; Pesticide; Biology; Agronomy; Organic chemistry; Bacteria","score_opus":0.006461919104348963,"score_gpt":0.25435243357173076,"score_spread":0.2478905144673818,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2804123563","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99917865,0.000053137126,0.00009857118,0.000039698072,0.00031654534,0.00021889864,0.0000016130352,0.000012687677,0.00008022016],"genre_scores_gemma":[0.99870914,0.000008199786,0.0011857912,0.000009989544,0.00001586192,0.000014082358,0.0000038657677,0.000009658312,0.00004341505],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988905,0.000037617443,0.00021710477,0.00036381924,0.0001614016,0.00032951546],"domain_scores_gemma":[0.99937457,0.0000021012781,0.00008539634,0.00037938516,0.00013183206,0.000026715365],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038414044,0.00012826391,0.000183851,0.00026803615,0.0000818076,0.000015037976,0.00032537399,0.00014919875,0.0000070939645],"category_scores_gemma":[0.00015032517,0.00008656943,0.000035729838,0.00036461905,0.0011591611,0.000009214369,0.00008697866,0.000048315404,0.0000024938838],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008264348,0.00002214931,0.0018592617,0.000059603473,0.000007677836,0.0000013230768,0.000085312204,0.00030696025,0.9973773,0.00004561803,0.0000028815805,0.00014932072],"study_design_scores_gemma":[0.00017285983,0.0008599002,0.000026579633,0.000020604291,0.00001877357,0.00006111174,0.00007882914,0.000009906758,0.99804807,0.00042075198,0.0001734016,0.00010920882],"about_ca_topic_score_codex":0.0000109977,"about_ca_topic_score_gemma":0.0000023892583,"teacher_disagreement_score":0.0018326819,"about_ca_system_score_codex":0.000012521112,"about_ca_system_score_gemma":0.00008555531,"threshold_uncertainty_score":0.42709774},"labels":[],"label_agreement":null},{"id":"W2804142046","doi":"10.2166/wst.2005.0033","title":"Experimental abatement data of underflow baffles for removal of floatables in the CSOs of the Greater Montréal (Canada) area","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Arithmetic underflow; Baffle; Clarifier; Environmental science; Flow (mathematics); Combined sewer; Reynolds number; Engineering; Environmental engineering; Hydrology (agriculture); Geotechnical engineering; Mechanics; Computer science; Mechanical engineering; Stormwater; Physics; Turbulence; Ecology","score_opus":0.030654279163081923,"score_gpt":0.2352602488682629,"score_spread":0.204605969705181,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2804142046","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99355376,0.00007323198,0.00077107915,0.004064786,0.0000739979,0.00050344074,0.00003874233,0.000011930283,0.000909046],"genre_scores_gemma":[0.99716526,0.0000027058331,0.002569008,0.000076312885,0.000005786705,0.000032204283,0.000004026801,0.0000049548057,0.00013974248],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99841785,0.000023611348,0.00033354005,0.00034700573,0.0005162628,0.0003617213],"domain_scores_gemma":[0.9986757,0.00001446024,0.0001066977,0.0011715107,0.000013762246,0.000017880393],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00059605617,0.00010768324,0.00015367339,0.00014254487,0.00014751837,0.00000882627,0.0024910884,0.00004157406,0.000071779075],"category_scores_gemma":[0.000021828795,0.000056358,0.000027466896,0.0005860508,0.0017718703,0.00029707397,0.0016073874,0.00006538818,0.000002780283],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028343109,0.00033184967,0.033788715,0.000018764411,0.000017185586,0.0000047479016,0.0022878877,0.00328446,0.9523643,0.0022123924,0.0036599224,0.0020013775],"study_design_scores_gemma":[0.00036039943,0.00008326338,0.009522793,0.000016675449,0.00001686823,0.000015647778,0.0019836286,0.004453806,0.96944994,0.0004675394,0.013516655,0.00011277534],"about_ca_topic_score_codex":0.0203713,"about_ca_topic_score_gemma":0.06900876,"teacher_disagreement_score":0.04863746,"about_ca_system_score_codex":0.00021091738,"about_ca_system_score_gemma":0.000041364576,"threshold_uncertainty_score":0.9861521},"labels":[],"label_agreement":null},{"id":"W2804566905","doi":"10.2166/wst.2002.0269","title":"Development of a risk-based TMDL assessment approach using the integrated modeling system GIBSI","year":2002,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality and Pollution Assessment","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique","funders":"U.S. Environmental Protection Agency","keywords":"Environmental science; Nonpoint source pollution; Effluent; Water quality; Risk assessment; Environmental engineering; Total maximum daily load; Hydrology (agriculture); Water resource management; Engineering; Computer science","score_opus":0.05091495616657867,"score_gpt":0.2709746817518441,"score_spread":0.2200597255852654,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2804566905","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.63652664,0.000007782783,0.36195922,0.0002596893,0.000085042404,0.00019392466,0.000002747738,0.000112382484,0.0008525551],"genre_scores_gemma":[0.8660576,9.623241e-7,0.13382879,0.000040373146,0.000005355736,0.000032718126,0.0000018759739,0.000007464979,0.00002488744],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99770933,0.00012296479,0.00048801806,0.00048750947,0.0006373036,0.0005548663],"domain_scores_gemma":[0.9991476,0.000013358371,0.00015592782,0.0005766188,0.00003748432,0.00006901702],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002120327,0.00017988574,0.00020888014,0.00031037434,0.0008029292,0.000057819845,0.0010741882,0.00011379511,0.00015292423],"category_scores_gemma":[0.000020773343,0.000100899575,0.00004433642,0.0013929572,0.0010526632,0.00020820949,0.00045888982,0.00028489422,0.00006880597],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012457514,0.00058119115,0.013390753,0.000060827493,0.000027630338,0.000006105773,0.014590137,0.50078803,0.45321298,0.0038861888,0.000029822457,0.013413896],"study_design_scores_gemma":[0.00017735439,0.000020400787,0.00019332614,0.00002135754,0.000012391629,0.000011543115,0.002035057,0.89912784,0.09744643,0.00010902818,0.0006896985,0.00015555933],"about_ca_topic_score_codex":0.00023574363,"about_ca_topic_score_gemma":0.000028057975,"teacher_disagreement_score":0.39833984,"about_ca_system_score_codex":0.0007881512,"about_ca_system_score_gemma":0.00006991736,"threshold_uncertainty_score":0.61755633},"labels":[],"label_agreement":null},{"id":"W2804741773","doi":"10.2166/wst.2001.0295","title":"A GIS planning model for urban oil spill management","year":2001,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Oil Spill Detection and Mitigation","field":"Environmental Science","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geographic information system; Environmental science; Oil spill; Urban planning; Pollution; Environmental resource management; Environmental planning; Environmental engineering; Environmental protection; Geography; Engineering; Civil engineering; Cartography","score_opus":0.01279574903821312,"score_gpt":0.23427904901949012,"score_spread":0.221483299981277,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2804741773","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9004021,0.0000124388225,0.064929925,0.0019437616,0.00020198165,0.00016418034,0.0000017396236,0.0003471895,0.03199667],"genre_scores_gemma":[0.9848864,0.000010815515,0.007971656,0.00028563105,0.000010928774,0.000096390315,0.0000015979705,0.0000075812472,0.0067290077],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998752,0.0000035291355,0.00013239158,0.000424196,0.00021207695,0.00047579917],"domain_scores_gemma":[0.9996189,0.0000023503808,0.000029806808,0.00027716273,0.000011125088,0.00006069679],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027892643,0.00009678815,0.00007772281,0.0002972913,0.0003719055,0.000036949514,0.00046161358,0.00007088443,0.000112952155],"category_scores_gemma":[0.000010851232,0.00007410041,0.000027423008,0.00071224663,0.00066969445,0.00022917909,0.00028406846,0.00007152882,0.00027484918],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004533787,0.00012625987,0.026469491,0.000021989646,0.000009987883,0.000038338763,0.0026202272,0.0376171,0.5776613,0.0069486066,0.0019379491,0.34650344],"study_design_scores_gemma":[0.0010715335,0.00029651946,0.0025143607,0.00003111932,0.00002503742,0.000094675284,0.00066879945,0.44841316,0.3612853,0.030541137,0.15442467,0.0006336961],"about_ca_topic_score_codex":0.000011701449,"about_ca_topic_score_gemma":0.000013353688,"teacher_disagreement_score":0.41079605,"about_ca_system_score_codex":0.00016395561,"about_ca_system_score_gemma":0.0000048388324,"threshold_uncertainty_score":0.3532722},"labels":[],"label_agreement":null},{"id":"W2805161726","doi":"10.2166/wst.2018.240","title":"Note on sediment removal efficiency in oil–grit separators","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Froude number; Reynolds number; Settling; Scaling; Sediment; Dimensionless quantity; Stokes number; Geotechnical engineering; Surface runoff; Environmental science; Mechanics; Turbulence; Mathematics; Hydrology (agriculture); Environmental engineering; Geology; Flow (mathematics); Geometry; Physics; Geomorphology","score_opus":0.005991193748695136,"score_gpt":0.23510482138910854,"score_spread":0.2291136276404134,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2805161726","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9727142,0.000013396988,0.00024175138,0.00336247,0.00032653814,0.000088896355,8.2171414e-7,0.00017411646,0.023077814],"genre_scores_gemma":[0.99810976,0.000009059055,0.00062076806,0.00068939955,0.000026523681,0.000021084166,0.0000010456693,0.000007849705,0.0005145241],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9976423,0.000017311073,0.00025918873,0.0007795916,0.0004338232,0.0008678279],"domain_scores_gemma":[0.99939114,0.00001066658,0.00003756963,0.00045548394,0.000016150609,0.0000889948],"candidate_categories":["sts","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0007266452,0.00018041096,0.0001715389,0.0005305614,0.00038105345,0.000019707082,0.001053531,0.0002020199,0.0011233699],"category_scores_gemma":[0.00002977102,0.00012744202,0.000025367159,0.0019103958,0.004453826,0.00029078624,0.000258026,0.0002686702,0.003151563],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014319352,0.0008371776,0.09856235,0.000013843021,0.0000055096475,0.00042233258,0.0054588043,0.0020945717,0.8412577,0.0029839168,0.0003223571,0.04789825],"study_design_scores_gemma":[0.00046146353,0.00076026557,0.002499525,0.000018082497,0.000005704404,0.000059048703,0.00006309456,0.0013842735,0.9367284,0.0030402152,0.054658554,0.00032136368],"about_ca_topic_score_codex":0.00004993519,"about_ca_topic_score_gemma":0.00014278204,"teacher_disagreement_score":0.09606283,"about_ca_system_score_codex":0.00019134668,"about_ca_system_score_gemma":0.00003684363,"threshold_uncertainty_score":0.9997897},"labels":[],"label_agreement":null},{"id":"W2807810567","doi":"10.2166/wst.2018.272","title":"High nitrite concentration accelerates nitrite oxidising organism's death","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydromantis Environmental Software Solutions (Canada)","funders":"","keywords":"Nitrite; Chemistry; Activated sludge; Dietary Nitrate; Nitrate; Biomass (ecology); Aeration; Oxygen; Environmental chemistry; Inorganic chemistry; Nuclear chemistry; Food science; Environmental engineering; Wastewater; Organic chemistry; Ecology; Biology","score_opus":0.010592478773364033,"score_gpt":0.2236219587097668,"score_spread":0.21302947993640278,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2807810567","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9963584,0.000019418829,0.00045382453,0.001126765,0.00029237274,0.00023040624,0.0000024820174,0.00031420085,0.0012021214],"genre_scores_gemma":[0.9871509,0.000007832997,0.01212501,0.00016574169,0.000080081765,0.00001279751,0.0000087860335,0.000015882115,0.0004329593],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9977524,0.000023806488,0.00025830397,0.0006849636,0.000404166,0.000876349],"domain_scores_gemma":[0.99929494,0.0000078715275,0.000063780375,0.0004619668,0.00005180572,0.0001196452],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0003338945,0.00022483454,0.00018750191,0.0002433143,0.00081529794,0.00018042364,0.0008342966,0.00014842923,0.0012774054],"category_scores_gemma":[0.000022429884,0.00015449511,0.000035860718,0.0013439661,0.0024756687,0.00082301087,0.00057319616,0.0001417122,0.0027663724],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011516576,0.00004815511,0.029647917,9.608716e-7,0.0000038271833,0.000019164761,0.00032374274,0.0000057481684,0.9676632,0.0004224312,0.00006318126,0.0017901551],"study_design_scores_gemma":[0.00038050197,0.00023014063,0.0021878337,0.000006409081,0.000014838386,0.00006977865,0.00009030697,0.00017026767,0.9879717,0.006753851,0.0019049511,0.00021938467],"about_ca_topic_score_codex":0.00020039635,"about_ca_topic_score_gemma":0.00004132535,"teacher_disagreement_score":0.027460083,"about_ca_system_score_codex":0.00026416758,"about_ca_system_score_gemma":0.000028075241,"threshold_uncertainty_score":0.9996356},"labels":[],"label_agreement":null},{"id":"W2808904860","doi":"10.2166/wst.2018.282","title":"Determination of optimal dose of allylthiourea (ATU) for the batch respirometric test of activated sludge","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydromantis Environmental Software Solutions (Canada)","funders":"","keywords":"Heterotroph; Respirometry; Activated sludge; Activated sludge model; Saturation (graph theory); Chemistry; Respirometer; Respiration rate; Respiration; Biomass (ecology); Ammonium; Environmental chemistry; Environmental engineering; Biology; Biochemistry; Wastewater; Ecology; Environmental science; Botany; Bacteria; Mathematics","score_opus":0.014150253778710488,"score_gpt":0.25083507359015983,"score_spread":0.23668481981144934,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2808904860","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981009,0.000013965139,0.00088803965,0.0004069456,0.00007093549,0.0003281384,0.000007899135,0.000025548936,0.00015763892],"genre_scores_gemma":[0.9794713,0.000004091811,0.020327352,0.000009716323,0.000008945795,0.000019497624,0.0000014013092,0.0000065913778,0.00015106364],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99876744,0.000012022196,0.000284935,0.00028311953,0.00031652304,0.00033593792],"domain_scores_gemma":[0.9992051,0.000086460626,0.00016589709,0.00042632848,0.0000856175,0.00003056915],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.000561563,0.00010940585,0.00018153863,0.00052340626,0.00014752931,0.000008154955,0.0008774952,0.00010304694,0.00009096185],"category_scores_gemma":[0.00015946319,0.000060487593,0.000050683575,0.0020226638,0.0032278819,0.00020829406,0.0003720627,0.000060258382,0.000018079609],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003406942,0.00010203405,0.008757559,0.000005391847,0.000004213383,5.8093804e-7,0.0004173913,0.00000969015,0.9828807,0.000037932088,0.000012241321,0.0077381744],"study_design_scores_gemma":[0.00035648225,0.001014626,0.0059453244,0.0000072564035,0.000021236841,0.000009848938,0.00012877792,0.00077213946,0.9910238,0.00040721765,0.00024508056,0.00006825328],"about_ca_topic_score_codex":0.00009105915,"about_ca_topic_score_gemma":0.00001744073,"teacher_disagreement_score":0.019439312,"about_ca_system_score_codex":0.00006244769,"about_ca_system_score_gemma":0.000022954093,"threshold_uncertainty_score":0.9994848},"labels":[],"label_agreement":null},{"id":"W2808959511","doi":"10.2166/wst.2018.275","title":"Response of green roof performance to multiple hydrologic and design variables: a laboratory investigation","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Heat Island Mitigation","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University; University of Victoria; University of Calgary","funders":"","keywords":"Green roof; Environmental science; Roof; Variables; Antecedent moisture; Moisture; Outflow; Hydrology (agriculture); Environmental engineering; Engineering; Mathematics; Civil engineering; Geotechnical engineering; Statistics; Ecology; Geography; Meteorology; Surface runoff; Biology; Runoff curve number","score_opus":0.012001726341475843,"score_gpt":0.20191237664168962,"score_spread":0.18991065030021378,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2808959511","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99484915,0.0000056886447,0.0036761884,0.0010122231,0.00004945353,0.00025222835,0.0000018811671,0.00008063068,0.000072570365],"genre_scores_gemma":[0.98728985,0.0000016466444,0.012300306,0.00026954742,0.000007972371,0.000030797444,4.245681e-7,0.0000050669396,0.000094391464],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99886996,0.00006100454,0.00016629831,0.0003735498,0.00020600749,0.0003232066],"domain_scores_gemma":[0.99948883,0.00003258754,0.000042023217,0.00031408478,0.00004311492,0.00007933657],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0014107864,0.00009121941,0.00010330074,0.00033010048,0.00020923663,0.000013839445,0.00038994718,0.000099674995,0.000055507295],"category_scores_gemma":[0.00022179566,0.00006685286,0.0000060503244,0.0013180317,0.0027682825,0.0003707438,0.00034117835,0.00006853035,0.00017193957],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000051555067,0.000007911609,0.15901004,0.0000018877803,5.9007897e-7,6.664648e-7,0.0012206627,0.00016385435,0.83881676,0.00001868204,0.00005630595,0.0006510562],"study_design_scores_gemma":[0.00015157541,0.00071735185,0.03191853,0.000009132327,0.0000028076593,0.000008075513,0.000049655744,0.009680605,0.95569474,0.0010660684,0.0006053686,0.000096107324],"about_ca_topic_score_codex":0.00009771385,"about_ca_topic_score_gemma":0.00002076005,"teacher_disagreement_score":0.12709151,"about_ca_system_score_codex":0.00009797239,"about_ca_system_score_gemma":0.000038946928,"threshold_uncertainty_score":0.99994564},"labels":[],"label_agreement":null},{"id":"W2894492977","doi":"10.2166/wst.2018.359","title":"Equilibrium, kinetics and thermodynamics of Cu(II) biosorption on Chinese chestnut shell pretreated with steam explosion","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Adsorption and biosorption for pollutant removal","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Southwest Forestry University; Agriculture and Agri-Food Canada; National Natural Science Foundation of China","keywords":"Sorption; Biosorption; Enthalpy; Chemistry; Aqueous solution; Steam explosion; Thermodynamics; Kinetics; Shell (structure); Adsorption; Nuclear chemistry; Chemical engineering; Materials science; Organic chemistry; Pulp and paper industry; Composite material","score_opus":0.006587939435247095,"score_gpt":0.21518734560492683,"score_spread":0.20859940616967973,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2894492977","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9954092,0.000005649423,0.00037821726,0.00071542966,0.000080009195,0.00021372245,0.0000053287795,0.00015508944,0.0030373875],"genre_scores_gemma":[0.9987952,0.000011521873,0.00075376837,0.00007288277,0.000017042932,0.00000517259,0.0000030202168,0.000012290283,0.00032906843],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99848455,0.00001654876,0.00021129096,0.00050640083,0.00039196148,0.00038922005],"domain_scores_gemma":[0.999362,0.000005294391,0.000095428135,0.00041499597,0.000037164675,0.00008513737],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00020526547,0.0001897317,0.0001684895,0.00035614456,0.00016330593,0.000021285814,0.00043638257,0.00015022152,0.00024078044],"category_scores_gemma":[0.00001944944,0.00010667403,0.000022944805,0.0012026539,0.0042007756,0.0002726947,0.0004890434,0.0001227284,0.00013630654],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000060971128,0.0001138402,0.015560725,0.0000029989912,0.000002076476,0.0000017256463,0.000297396,0.00003844967,0.9808441,0.00021548466,0.0000053825406,0.0028568977],"study_design_scores_gemma":[0.0005136785,0.0029910083,0.01713392,0.000028249364,0.000010622897,0.000086044936,0.000112488546,0.008600666,0.967527,0.002428847,0.0003094072,0.00025809812],"about_ca_topic_score_codex":0.000017192604,"about_ca_topic_score_gemma":0.00003923433,"teacher_disagreement_score":0.013317084,"about_ca_system_score_codex":0.0001009242,"about_ca_system_score_gemma":0.000009431736,"threshold_uncertainty_score":0.9985092},"labels":[],"label_agreement":null},{"id":"W2894681558","doi":"10.2166/wst.2018.405","title":"Flocculation performance of anionic starch in oil sand tailings","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Coagulation and Flocculation Studies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Resources Canada; National Research Council Canada","funders":"","keywords":"Tailings; Flocculation; Settling; Oil sands; Filtration (mathematics); Sedimentation; Sediment; Chemistry; Pulp and paper industry; Environmental science; Materials science; Geology; Environmental engineering; Metallurgy; Composite material; Engineering","score_opus":0.011814894959883162,"score_gpt":0.2468964855215339,"score_spread":0.23508159056165073,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2894681558","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99562246,0.000008971125,0.00021286977,0.00059621496,0.00008324492,0.000049849925,2.8792837e-7,0.000045992143,0.0033800853],"genre_scores_gemma":[0.99895036,0.000010555518,0.0007862501,0.000036344372,0.000009604361,0.0000069386097,6.7343234e-7,0.0000030275253,0.00019623585],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99893177,0.000008958871,0.00021512367,0.00028266796,0.0002788331,0.00028266368],"domain_scores_gemma":[0.99964267,0.000005627953,0.000043696553,0.00024273475,0.00004099391,0.000024254228],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044824404,0.00007186942,0.00010408458,0.000390464,0.00023390587,0.000011057918,0.00029559233,0.000055802786,0.00043073422],"category_scores_gemma":[0.000030151863,0.000053714517,0.000013169381,0.0015538976,0.0022408927,0.00030861946,0.000372115,0.00006958648,0.00022931628],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016165868,0.000024197618,0.5956328,0.0000036417423,8.246094e-7,3.9893217e-7,0.0014138984,0.0007591446,0.37852955,0.00018406782,0.000011513124,0.023423785],"study_design_scores_gemma":[0.0004019275,0.00026381086,0.39471835,0.000016902146,0.0000030227548,0.0000069297485,0.00022385916,0.04065918,0.55814433,0.001222343,0.0041516935,0.00018766805],"about_ca_topic_score_codex":0.00007153044,"about_ca_topic_score_gemma":0.00009576273,"teacher_disagreement_score":0.20091444,"about_ca_system_score_codex":0.000106000734,"about_ca_system_score_gemma":0.000014273672,"threshold_uncertainty_score":0.82566625},"labels":[],"label_agreement":null},{"id":"W2894829874","doi":"10.2166/wst.2018.412","title":"Grit particle characterization: influence of sample pretreatment and sieving method","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Graphite, nuclear technology, radiation studies","field":"Materials Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"U.S. Environmental Protection Agency","keywords":"Grit; Clogging; Aeration; Particle (ecology); Particle size; Particle-size distribution; Materials science; Environmental science; Process engineering; Waste management; Chemical engineering; Engineering; Ecology","score_opus":0.010813537057062518,"score_gpt":0.2693963782485716,"score_spread":0.2585828411915091,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2894829874","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99507874,0.000040920404,0.0026048978,0.0016104538,0.000106671694,0.00017677502,0.000014503689,0.00032834278,0.000038710008],"genre_scores_gemma":[0.9843435,0.000020009265,0.0154722035,0.00009198437,0.0000144538535,0.000029557888,9.912475e-7,0.00000837468,0.00001890103],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99848574,0.00002962082,0.00028963122,0.0005014926,0.0002290435,0.00046445552],"domain_scores_gemma":[0.99909717,0.00003790839,0.00011771929,0.0004958559,0.00019965011,0.00005166826],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00061963557,0.000131465,0.00022468551,0.000513427,0.00040812875,0.000048842863,0.0005365344,0.0001091072,0.00006803955],"category_scores_gemma":[0.00029627667,0.00009658655,0.000017395767,0.0012115882,0.0038811353,0.00036720047,0.0005395449,0.00007336706,0.00007624966],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000455506,0.000023871298,0.048978426,0.0000054381017,0.0000030557167,9.5346525e-7,0.00080252794,0.0000044101885,0.94298494,0.004117562,0.0000018046964,0.0030724488],"study_design_scores_gemma":[0.00014569281,0.0002433033,0.043265365,0.000011917739,0.000010006062,0.00002137992,0.00020756094,0.00031411197,0.95133483,0.0033104206,0.0010226306,0.000112774585],"about_ca_topic_score_codex":0.00003113456,"about_ca_topic_score_gemma":0.000011230032,"teacher_disagreement_score":0.012867306,"about_ca_system_score_codex":0.00004343779,"about_ca_system_score_gemma":0.000028123965,"threshold_uncertainty_score":0.9988297},"labels":[],"label_agreement":null},{"id":"W2894919975","doi":"10.2166/wst.2018.404","title":"Mineralization of quinoline in aqueous solution by microwave-assisted catalytic wet peroxide oxidation system: process optimization, products analysis and degradation route research","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Advanced oxidation water treatment","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Fundamental Research Funds for the Central Universities; State Key Laboratory of Urban Water Resource and Environment; Natural Science Foundation of Shandong Province; Harbin Institute of Technology; China Postdoctoral Science Foundation","keywords":"Mineralization (soil science); Quinoline; Microwave; Aqueous solution; Chemistry; Catalysis; Peroxide; Degradation (telecommunications); Mass spectrometry; Nuclear chemistry; Chromatography; Chemical engineering; Organic chemistry; Engineering","score_opus":0.014755515646034677,"score_gpt":0.28083698623916575,"score_spread":0.2660814705931311,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2894919975","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90728736,0.000027709784,0.091326654,0.0006895093,0.000036397458,0.00046633056,0.0000069556595,0.0000811168,0.00007799532],"genre_scores_gemma":[0.984419,0.000013980716,0.015062532,0.000009345357,0.000008034089,0.00006394997,0.00026067352,0.00000996408,0.0001525425],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99780744,0.00007748513,0.00042707834,0.00073134183,0.0005069901,0.00044963256],"domain_scores_gemma":[0.9990821,0.000009150886,0.00015614709,0.0004275443,0.00027199418,0.000053072217],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008759325,0.00014509769,0.00020484408,0.0014291184,0.00032261005,0.000046246994,0.0003689089,0.000112814625,0.000018481776],"category_scores_gemma":[0.00011806654,0.000116248535,0.000012344167,0.006293614,0.001825523,0.0008311729,0.00022897229,0.00009114736,0.000025277554],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019588284,0.00010275635,0.035998497,0.0000257924,0.00001039293,0.0000017589745,0.00085891143,0.007537359,0.95238084,0.000054481236,0.000016439582,0.0029932105],"study_design_scores_gemma":[0.0003134873,0.00012656882,0.0053986763,0.0000196063,0.00004145726,0.000020403946,0.0002896854,0.035314787,0.95815384,0.00013585937,0.00005060443,0.00013502897],"about_ca_topic_score_codex":0.0007858094,"about_ca_topic_score_gemma":0.0006923562,"teacher_disagreement_score":0.077131644,"about_ca_system_score_codex":0.00073368277,"about_ca_system_score_gemma":0.000042125743,"threshold_uncertainty_score":0.67262155},"labels":[],"label_agreement":null},{"id":"W2896032897","doi":"10.2166/wst.2018.436","title":"Mitigating peak pressure of storm geysering by orifice plates installed at the top of vent pipes","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Systems and Optimization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Body orifice; Environmental science; Orifice plate; Head (geology); Nominal Pipe Size; Airflow; Outflow; Meteorology; Engineering; Geology; Materials science; Mechanical engineering","score_opus":0.0040727292810391,"score_gpt":0.18683519776320737,"score_spread":0.18276246848216826,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2896032897","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9965087,0.00027367036,0.0018986926,0.00012455304,0.00027822534,0.00012856237,0.0000048517627,0.00013246779,0.0006502579],"genre_scores_gemma":[0.99926716,0.0000056702293,0.00046589243,0.0000032867513,0.000020013356,0.00000990929,0.0000017598559,0.000008946769,0.00021736413],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992111,0.000006698548,0.00022139157,0.00015939442,0.00015810507,0.00024332997],"domain_scores_gemma":[0.999515,0.00000721443,0.000051108054,0.00031067245,0.00009729178,0.000018730329],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022321819,0.0000855062,0.00013623165,0.0001666889,0.0001350006,0.000015826114,0.00043827336,0.00008141277,0.000020780348],"category_scores_gemma":[0.000019357092,0.000052134306,0.00001804265,0.00038912529,0.00061943935,0.00015661959,0.00018381776,0.00007154069,0.0000062949234],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003197657,0.00000829577,0.0023415748,0.000056791887,0.000012995626,3.9346685e-7,0.0027437697,0.011625061,0.98225975,0.00019587323,0.00019240101,0.0005598707],"study_design_scores_gemma":[0.00009372624,0.000051733838,0.00025094402,0.00003447,0.000006340899,0.0000039945853,0.00023962888,0.011508674,0.98235667,0.00005541312,0.0053272466,0.000071157585],"about_ca_topic_score_codex":0.000049326292,"about_ca_topic_score_gemma":0.0000784622,"teacher_disagreement_score":0.0051348456,"about_ca_system_score_codex":0.000030998275,"about_ca_system_score_gemma":0.000009309063,"threshold_uncertainty_score":0.228235},"labels":[],"label_agreement":null},{"id":"W2898227498","doi":"10.2166/wst.2018.447","title":"Operational modifications for the development of nitrifying bacteria in a large-scale biological aerated filter and its impact on wastewater treatment","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique; École de Technologie Supérieure; Université du Québec à Montréal","funders":"Fonds de recherche du Québec – Nature et technologies; National Science Council","keywords":"Nitrification; Backwashing; Nitrifying bacteria; Nitrobacter; Aeration; Wastewater; Biofilm; Pulp and paper industry; Environmental chemistry; Microorganism; Bacteria; Population; Trickling filter; Chemistry; Microbiology; Environmental engineering; Biology; Environmental science; Ecology; Nitrogen","score_opus":0.03541774344881569,"score_gpt":0.28025645009412115,"score_spread":0.24483870664530547,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2898227498","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99852496,0.000014192817,0.00017527652,0.0006695316,0.00004434879,0.00047953782,0.000014110485,0.000025121255,0.00005292575],"genre_scores_gemma":[0.9917163,0.0000046050445,0.0079581505,0.000023863906,0.000011715421,0.00016370202,0.000012004595,0.0000051628726,0.000104478044],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99883515,0.00001841571,0.00022584548,0.0003770005,0.00012659312,0.0004170195],"domain_scores_gemma":[0.9996727,0.000022012555,0.000034079152,0.00020258137,0.000025288871,0.000043329546],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032140448,0.0001464736,0.00014180611,0.00019893308,0.00042914122,0.00003410957,0.00030247023,0.00008065197,0.00020196427],"category_scores_gemma":[0.000010276849,0.00006371378,0.00002836836,0.00039997182,0.0006506747,0.00014111685,0.00018259263,0.000046765414,0.00008332946],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000633923,0.00016816462,0.013584009,8.863017e-7,0.00000947821,6.8777246e-7,0.0022926247,0.000056940615,0.98239994,0.000060124134,0.000005201462,0.0013585791],"study_design_scores_gemma":[0.00053897855,0.00048562483,0.019328449,0.0000053223143,0.0000053920508,0.0000065633158,0.00018701672,0.0038329016,0.97478616,0.00015937892,0.0005687246,0.000095477655],"about_ca_topic_score_codex":0.000013983896,"about_ca_topic_score_gemma":0.00007475701,"teacher_disagreement_score":0.007782874,"about_ca_system_score_codex":0.00019344894,"about_ca_system_score_gemma":0.000032929223,"threshold_uncertainty_score":0.33006507},"labels":[],"label_agreement":null},{"id":"W2898374131","doi":"10.2166/wst.2018.449","title":"Modeling quaternary ammonium compound inhibition of biological nutrient removal activated sludge","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Environmental Chemistry and Analysis","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Stantec (Canada); EnviroSim (Canada)","funders":"","keywords":"Biocide; Activated sludge; Nitrification; Biodegradation; Wastewater; Ammonium; Sewage treatment; Waste management; Environmental chemistry; Chemistry; Environmental engineering; Environmental science; Engineering; Organic chemistry","score_opus":0.015882541842778878,"score_gpt":0.2300325613259918,"score_spread":0.21415001948321294,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2898374131","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99486023,0.000007175993,0.0029247724,0.00046521434,0.00004850006,0.000074337266,0.0000022426075,0.000085871296,0.0015316294],"genre_scores_gemma":[0.99836224,0.00001055921,0.0014544813,0.000054384258,0.00002094522,0.000006857316,0.000006387869,0.000005436547,0.00007872792],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998456,0.000016738202,0.00025935075,0.0005307891,0.00030562995,0.00043151845],"domain_scores_gemma":[0.999486,0.0000044046874,0.000058091035,0.00036740975,0.000014035434,0.000070014496],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00031281455,0.00013755121,0.0001709127,0.0001575215,0.00028067885,0.000016341733,0.00051168236,0.00014740015,0.0004206317],"category_scores_gemma":[0.000016370925,0.00009504893,0.000047314763,0.0008403578,0.004056462,0.00025367035,0.0007584871,0.00014039301,0.00024944518],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021393198,0.000086071515,0.0069586127,0.0000017557514,0.0000027435703,0.000013242007,0.00011286637,0.00048718732,0.9919417,0.00005654302,0.0000058648434,0.00031204335],"study_design_scores_gemma":[0.00013770234,0.00014171658,0.00015904152,0.000009475744,0.000006123075,0.000052192303,0.0001587179,0.008769248,0.9876051,0.0025605217,0.00026433732,0.00013585351],"about_ca_topic_score_codex":0.00008689941,"about_ca_topic_score_gemma":0.0000055270266,"teacher_disagreement_score":0.00828206,"about_ca_system_score_codex":0.0001773208,"about_ca_system_score_gemma":0.000006035994,"threshold_uncertainty_score":0.99865395},"labels":[],"label_agreement":null},{"id":"W2903790582","doi":"10.2166/wst.2018.512","title":"Monochloramine dissipation in storm sewer systems: field testing and model development","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Treatment and Disinfection","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Stormwater; Combined sewer; Environmental science; Dissipation; Chloramination; Storm; Tap water; Environmental engineering; Chloramine; Environmental chemistry; Hydrology (agriculture); Chemistry; Meteorology; Surface runoff; Chlorine; Thermodynamics; Ecology; Geotechnical engineering; Engineering; Physics","score_opus":0.015164868062889207,"score_gpt":0.22953819321800104,"score_spread":0.21437332515511182,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2903790582","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9942796,0.0000059364706,0.003429422,0.00025941795,0.0000858941,0.00013822482,1.4945257e-7,0.0000883141,0.0017129898],"genre_scores_gemma":[0.9957696,5.9116456e-7,0.003955528,0.000027529053,0.0000090991725,0.000030595205,6.983576e-7,0.0000037178922,0.00020261867],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990928,0.000005219569,0.00013778316,0.00032454933,0.00014175665,0.000297898],"domain_scores_gemma":[0.9997598,0.0000074514933,0.000025925156,0.00015342489,0.000015253282,0.000038152204],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023362377,0.00008782797,0.000075666205,0.00024715872,0.0002280636,0.000046243145,0.00015951952,0.00006965673,0.000020372285],"category_scores_gemma":[0.00004366905,0.000060074406,0.0000043881,0.00057024835,0.0004834443,0.00037350034,0.00026111872,0.000054721644,0.00010416038],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007254688,0.00006146435,0.8186204,0.000004461009,9.93551e-7,0.00000368618,0.0019085694,0.0010805076,0.15764248,0.000096580115,0.00002043295,0.020553209],"study_design_scores_gemma":[0.0004015935,0.00034552466,0.07959598,0.000028417491,0.000005616282,0.000027419454,0.0002596992,0.12032083,0.79522264,0.003013786,0.00048431335,0.00029418114],"about_ca_topic_score_codex":0.00031757643,"about_ca_topic_score_gemma":0.00027180667,"teacher_disagreement_score":0.73902434,"about_ca_system_score_codex":0.00019221424,"about_ca_system_score_gemma":0.000013047714,"threshold_uncertainty_score":0.24497631},"labels":[],"label_agreement":null},{"id":"W2904705047","doi":"10.2166/wst.2018.498","title":"The future of WRRF modelling – outlook and challenges","year":2018,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality Monitoring Technologies","field":"Environmental Science","cited_by":47,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydromantis Environmental Software Solutions (Canada); Trojan Technologies (Canada); Université Laval","funders":"","keywords":"Wastewater; Resource (disambiguation); Process (computing); Session (web analytics); Computer science; Resource recovery; Environmental science; Engineering; Waste management","score_opus":0.03173740339463211,"score_gpt":0.2447652410692408,"score_spread":0.2130278376746087,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2904705047","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97815263,0.0008349953,0.00069481984,0.01865783,0.0003534474,0.00011618409,5.203428e-7,0.0002959381,0.00089361495],"genre_scores_gemma":[0.9943007,0.00089190376,0.0046223695,0.000014845405,0.000050774437,0.000012882414,6.9915316e-8,0.0000065717545,0.00009987],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985682,0.00001619371,0.00018475563,0.000427245,0.00029750558,0.00050614536],"domain_scores_gemma":[0.99915034,0.000016451626,0.00005408887,0.000713219,0.000030523155,0.000035396326],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00083346973,0.00011698261,0.0001238004,0.00017693976,0.0005472484,0.000036408102,0.0013556596,0.00014675672,0.000010816837],"category_scores_gemma":[0.00002802776,0.000063349806,0.000016366708,0.00049589394,0.009741287,0.00023079666,0.0015244585,0.00015299417,0.0000870601],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029698273,0.000086904176,0.021035677,0.000029768276,0.0000146309185,0.00000808608,0.007862408,0.00029637656,0.5098623,0.060433652,0.0001699166,0.40017056],"study_design_scores_gemma":[0.00007962372,0.0001979601,0.0005849981,0.000008582668,0.000003840699,0.000016752076,0.0018601953,0.0009376323,0.8786401,0.07104732,0.046482995,0.00013996154],"about_ca_topic_score_codex":0.000033179807,"about_ca_topic_score_gemma":0.000028716533,"teacher_disagreement_score":0.40003058,"about_ca_system_score_codex":0.000057546054,"about_ca_system_score_gemma":0.000007953866,"threshold_uncertainty_score":0.99295366},"labels":[],"label_agreement":null},{"id":"W2909580386","doi":"10.2166/wst.2019.014","title":"Experimental study on air pressure variation in a horizontal pipe of single-stack drainage system","year":2019,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Systems and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Science and Technology Program of Zhejiang Province; Zhejiang University","keywords":"Inlet; Drainage; Stack (abstract data type); Pressure drop; Flow (mathematics); Slug flow; Volumetric flow rate; Nominal Pipe Size; Geotechnical engineering; Environmental science; Mechanics; Geology; Two-phase flow; Materials science","score_opus":0.006362900238814434,"score_gpt":0.19694456842562127,"score_spread":0.19058166818680683,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2909580386","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9941934,0.000025277915,0.0019579993,0.000021127606,0.0005313053,0.0005750821,0.0000016622137,0.00028187616,0.002412296],"genre_scores_gemma":[0.9997217,7.536858e-8,0.00013558987,0.0000017928093,0.000012031403,0.000037893235,0.0000010018683,0.000012711047,0.00007717026],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99899405,0.000016760985,0.0002423829,0.0002722477,0.00020791525,0.00026661955],"domain_scores_gemma":[0.9995726,0.0000034824168,0.00003307788,0.00033608038,0.000034609508,0.000020166804],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002530953,0.000113431175,0.00018744763,0.00068776315,0.000036483267,0.000022265154,0.0003245946,0.00009816296,0.0000048110123],"category_scores_gemma":[0.000004288657,0.0000872526,0.000015748881,0.0005970675,0.00007080622,0.00024941846,0.000089728725,0.000087254135,0.000032795542],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008830862,0.00019823274,0.0022232104,0.000051618874,0.000007047646,0.000009219788,0.0061063496,0.06107202,0.9292445,0.0010430695,0.0000039317492,0.000031964184],"study_design_scores_gemma":[0.0005894595,0.0010609779,0.0018549158,0.00006579616,0.000004941788,0.000006871186,0.0042152805,0.037612,0.95432925,0.00001751581,0.00008805245,0.00015494111],"about_ca_topic_score_codex":0.000038786453,"about_ca_topic_score_gemma":0.00001495228,"teacher_disagreement_score":0.025084743,"about_ca_system_score_codex":0.00015804423,"about_ca_system_score_gemma":0.000009151518,"threshold_uncertainty_score":0.35580578},"labels":[],"label_agreement":null},{"id":"W2910508398","doi":"10.2166/wst.2019.010","title":"Selenium in wastewater: fast analysis method development and advanced oxidation treatment applications","year":2019,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Selenium in Biological Systems","field":"Nursing","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Selenium; Chemistry; Malachite green; Selenate; Wastewater; Bioaccumulation; Environmental chemistry; Pollutant; Adsorption; Environmental engineering; Environmental science; Organic chemistry","score_opus":0.010680999072446242,"score_gpt":0.2795167126997745,"score_spread":0.2688357136273283,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2910508398","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99309623,0.000048025107,0.0047839517,0.00093304756,0.00011464868,0.0006583092,9.173406e-7,0.00017185336,0.00019300349],"genre_scores_gemma":[0.96743405,0.000003440335,0.03207839,0.00002762802,0.00000814662,0.0003093215,0.000011518926,0.000006001944,0.00012152357],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983045,0.000044875902,0.00031454425,0.0006989936,0.00016092903,0.00047615782],"domain_scores_gemma":[0.99938345,0.000026224605,0.00006867421,0.000412087,0.000057998557,0.000051540756],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048335808,0.00015344923,0.00029790468,0.0013107643,0.00015155613,0.000042629024,0.00036895246,0.00015569695,0.000019057192],"category_scores_gemma":[0.000011306591,0.00009628959,0.000028178907,0.0025469938,0.0002385125,0.00016824598,0.00013724499,0.00008987347,0.00011759312],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013706817,0.000046799414,0.057888605,0.000005342455,0.000012923934,2.7313448e-7,0.0007231906,0.00020428347,0.8950083,0.00018956528,2.4266683e-7,0.04590675],"study_design_scores_gemma":[0.0003020612,0.00013905832,0.0071738027,0.000005393276,0.000024561039,0.00000843357,0.0005291387,0.0007969297,0.983497,0.0003134248,0.00705672,0.00015346982],"about_ca_topic_score_codex":0.00004753447,"about_ca_topic_score_gemma":0.00007289583,"teacher_disagreement_score":0.08848869,"about_ca_system_score_codex":0.00039618512,"about_ca_system_score_gemma":0.000019409446,"threshold_uncertainty_score":0.39265755},"labels":[],"label_agreement":null},{"id":"W2911125785","doi":"10.2166/wst.2019.024","title":"Tanks in series versus compartmental model configuration: considering hydrodynamics helps in parameter estimation for an N2O model","year":2019,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; Université Laval; Trojan Technologies (Canada)","funders":"Ministero dello Sviluppo Economico; Fonds Wetenschappelijk Onderzoek; Ministère du Développement Économique, de l’Innovation et de l’Exportation","keywords":"Representation (politics); Computational fluid dynamics; Calibration; Series (stratigraphy); Domain (mathematical analysis); Estimation theory; Computer science; Work (physics); Scale (ratio); Basis (linear algebra); Model parameter; Mathematical optimization; Mathematics; Algorithm; Engineering; Statistics; Aerospace engineering; Mechanical engineering","score_opus":0.022973220115822004,"score_gpt":0.2560907100796876,"score_spread":0.23311748996386558,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2911125785","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9926345,0.0000037077507,0.0058278604,0.0003851664,0.00012477262,0.0005824253,0.0000052459773,0.00007371143,0.00036264097],"genre_scores_gemma":[0.9417115,0.0000011888039,0.057987627,0.000030662984,0.000002298339,0.00008172135,0.000022264887,0.000009363443,0.00015338458],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985408,0.0000118411635,0.00024355353,0.0005073338,0.0001986923,0.0004977746],"domain_scores_gemma":[0.99958163,0.000012791256,0.00004148914,0.00030663106,0.000009589845,0.000047859343],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002532294,0.00016061604,0.00018623934,0.0003043217,0.00011046867,0.000056258752,0.00034676783,0.000110412926,0.000029444423],"category_scores_gemma":[0.000010726461,0.00012979998,0.000024703822,0.0003689553,0.00061000057,0.0011304326,0.00017742113,0.0001027677,0.00007365858],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011368236,0.00008396689,0.0069245556,0.0000042175056,0.0000021227177,0.0000039021747,0.0006737528,0.72423637,0.26641682,0.0009895676,0.0000038096684,0.0005472115],"study_design_scores_gemma":[0.000903162,0.000208213,0.00009606179,0.0000052575774,0.0000035553335,0.000010538512,0.00015773364,0.7750622,0.21168676,0.011721821,0.000007794055,0.00013689882],"about_ca_topic_score_codex":0.000034299745,"about_ca_topic_score_gemma":0.00041381965,"teacher_disagreement_score":0.054730065,"about_ca_system_score_codex":0.00036513704,"about_ca_system_score_gemma":0.000028424662,"threshold_uncertainty_score":0.529309},"labels":[],"label_agreement":null},{"id":"W2944482458","doi":"10.2166/wst.2019.164","title":"Case study of sulfide generation and emission in sanitary sewer with drop structures and pump station","year":2019,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Odor and Emission Control Technologies","field":"Chemical Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Alberta","funders":"Tsinghua Initiative Scientific Research Program; Natural Sciences and Engineering Research Council of Canada; Tsinghua University","keywords":"Sanitary sewer; Sulfide; Odor; Environmental science; Environmental engineering; Waste management; Sewage; Engineering; Chemistry; Materials science; Metallurgy","score_opus":0.010757093933426885,"score_gpt":0.23459017577144758,"score_spread":0.2238330818380207,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2944482458","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998982,0.000040793322,0.00042064578,0.00016757548,0.00003098418,0.00019696809,7.241857e-7,0.00014183662,0.000018478315],"genre_scores_gemma":[0.99945533,0.0000050776234,0.00049368484,0.0000069206935,0.0000040890322,0.0000082828055,7.432648e-7,0.0000067721026,0.000019122626],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99925196,0.0000066272105,0.000150075,0.00028273056,0.00012504375,0.00018358487],"domain_scores_gemma":[0.9996784,0.000010167703,0.000029689658,0.00020861752,0.0000472683,0.000025892052],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014322178,0.000089002664,0.00014214803,0.0004797419,0.00005695289,0.000016154023,0.0001240886,0.0000989317,0.0000047623307],"category_scores_gemma":[0.00004676579,0.000054302993,0.0000041042194,0.00038269346,0.00020994914,0.00018376728,0.00014298233,0.00014140172,5.523312e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010364128,0.000021128222,0.03510693,0.000010850361,0.0000021537728,0.00006486097,0.0008992013,0.00033212465,0.95758617,0.00011777858,9.699495e-7,0.0058474606],"study_design_scores_gemma":[0.00084109185,0.0003822227,0.00094603916,0.000015245761,0.0000067304986,0.0003796219,0.007980003,0.03508458,0.9536264,0.0006058338,0.000012062592,0.00012019861],"about_ca_topic_score_codex":0.00014319737,"about_ca_topic_score_gemma":0.00005315801,"teacher_disagreement_score":0.034752455,"about_ca_system_score_codex":0.00002324883,"about_ca_system_score_gemma":0.000012133868,"threshold_uncertainty_score":0.22144116},"labels":[],"label_agreement":null},{"id":"W2963212208","doi":"10.2166/wst.2019.253","title":"Modelling gas–liquid mass transfer in wastewater treatment: when current knowledge needs to encounter engineering practice and vice versa","year":2019,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":47,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Agence Nationale de la Recherche","keywords":"Mass transfer; Current (fluid); Process (computing); Process engineering; Greenhouse gas; Work (physics); Mass transfer coefficient; Computer science; Biochemical engineering; Mechanical engineering; Mechanics; Engineering; Thermodynamics; Physics","score_opus":0.011701981307472277,"score_gpt":0.23612075413065028,"score_spread":0.22441877282317801,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2963212208","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98447806,0.000041790463,0.0114632575,0.0020634336,0.00014252767,0.00043925538,7.1641233e-7,0.0002582639,0.0011126822],"genre_scores_gemma":[0.99473584,0.000034263892,0.004992106,0.00004892272,0.0000053544254,0.00008387814,6.6843626e-7,0.000011817315,0.00008717467],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982538,0.000016851574,0.0002496337,0.00059318147,0.00023258911,0.0006538989],"domain_scores_gemma":[0.999388,0.00002720003,0.000017916685,0.00046313618,0.000020435547,0.00008332135],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00042608564,0.00020506815,0.00019168557,0.0009090944,0.0001033134,0.000059227128,0.00060621486,0.0001083511,0.00016458773],"category_scores_gemma":[0.00002792276,0.00014851891,0.000021343807,0.0012073953,0.00035371206,0.0010532496,0.00030409434,0.00017478532,0.0010382998],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004133287,0.00006090493,0.0019567127,0.0000064782243,0.0000023566017,0.00000404948,0.006513135,0.06104801,0.9278973,0.00059204013,0.0000021363728,0.0018755776],"study_design_scores_gemma":[0.00042232245,0.00042028815,0.00002198116,0.000017886117,0.000005965062,0.000025105843,0.00097509363,0.060156874,0.9206912,0.00028264357,0.01673941,0.00024122284],"about_ca_topic_score_codex":0.00006474375,"about_ca_topic_score_gemma":0.000022892742,"teacher_disagreement_score":0.016737273,"about_ca_system_score_codex":0.00037064275,"about_ca_system_score_gemma":0.000015854504,"threshold_uncertainty_score":0.9997395},"labels":[],"label_agreement":null},{"id":"W2965559850","doi":"10.2166/wst.2019.263","title":"Predictive models for wastewater flow forecasting based on time series analysis and artificial neural network","year":2019,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrological Forecasting Using AI","field":"Environmental Science","cited_by":84,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Hydromantis Environmental Software Solutions (Canada); McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada; Vienna Science and Technology Fund; Ontario Water Consortium","keywords":"Autoregressive integrated moving average; Inflow; Artificial neural network; Wastewater; Mean squared error; Time series; Multilayer perceptron; Computer science; Engineering; Artificial intelligence; Machine learning; Statistics; Environmental engineering; Meteorology; Mathematics","score_opus":0.013834317177181444,"score_gpt":0.20541655851100965,"score_spread":0.1915822413338282,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2965559850","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9830593,0.0000018001631,0.014195356,0.0012897219,0.00012792996,0.00037899363,0.000007928678,0.00020644072,0.00073256454],"genre_scores_gemma":[0.98465997,1.546309e-7,0.014856778,0.00018264411,0.000027814585,0.00004074103,0.000007204953,0.000012156891,0.00021253133],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99777144,0.000027504573,0.00023135147,0.000809597,0.0003090136,0.00085107685],"domain_scores_gemma":[0.99938715,0.00004650241,0.00006255135,0.00039312817,0.000023236877,0.00008744209],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007387616,0.00019227347,0.00027783297,0.00035953458,0.0004500344,0.000084766856,0.00048633013,0.00015617245,0.00022428427],"category_scores_gemma":[0.00006344274,0.00012685069,0.00006720717,0.0015768515,0.0014560587,0.00040732903,0.0004353509,0.00016695177,0.00012412279],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000068579866,0.000019259222,0.0068179118,0.000002190415,0.000007760926,0.0000027402518,0.00012033649,0.96813774,0.022254348,0.00004366361,0.000014998189,0.0025104836],"study_design_scores_gemma":[0.00012003787,0.0006610537,0.00021199539,0.000006971613,0.000042757543,0.0000075494795,0.000010383337,0.9562791,0.031937424,0.010468037,0.000086359694,0.00016830898],"about_ca_topic_score_codex":0.0000140254415,"about_ca_topic_score_gemma":0.000013150338,"teacher_disagreement_score":0.011858607,"about_ca_system_score_codex":0.00009996433,"about_ca_system_score_gemma":0.000010129152,"threshold_uncertainty_score":0.5364909},"labels":[],"label_agreement":null},{"id":"W2968653638","doi":"10.2166/wst.2019.269","title":"Numerical investigation on bottom shear stress induced by flushing gate for sewer cleaning","year":2019,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Flushing; Shear stress; Geotechnical engineering; Environmental science; Computational fluid dynamics; Volume (thermodynamics); Volumetric flow rate; Flow (mathematics); Mechanics; Petroleum engineering; Hydrology (agriculture); Engineering; Environmental engineering","score_opus":0.008714192254859704,"score_gpt":0.21254982820449503,"score_spread":0.20383563594963533,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2968653638","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9945109,0.000011931253,0.0031174792,0.00067655015,0.00050523476,0.00019603368,0.000003108676,0.00051024026,0.00046854778],"genre_scores_gemma":[0.99837416,9.766702e-7,0.001371027,0.00013682042,0.000028368848,0.000020377925,0.0000056759613,0.000018590428,0.00004398593],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99887234,0.0000066243097,0.00014961229,0.00031412108,0.00017869507,0.0004786206],"domain_scores_gemma":[0.9995991,0.000014117614,0.000016217562,0.00027649783,0.000031940912,0.00006215451],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017735001,0.00013005278,0.0001444071,0.00032856409,0.00013197555,0.000064391366,0.0004217381,0.00016977075,0.000016982018],"category_scores_gemma":[0.000036378337,0.00009847403,0.00002296987,0.00042907998,0.00015714092,0.00022730314,0.0000530502,0.0002739091,0.00007111259],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000035026858,0.000004148242,0.0007993966,0.00001838942,0.000004535548,9.80551e-7,0.0007814478,0.015271445,0.9762039,0.0010318777,0.0001804815,0.0056999037],"study_design_scores_gemma":[0.00017580656,0.000111201305,0.00019819861,0.000022215041,0.000002403238,0.000003299512,0.00008446469,0.06529647,0.9304754,0.0015987008,0.0018672376,0.00016459682],"about_ca_topic_score_codex":0.000011988595,"about_ca_topic_score_gemma":0.0000012125533,"teacher_disagreement_score":0.050025027,"about_ca_system_score_codex":0.000075442455,"about_ca_system_score_gemma":0.000017828592,"threshold_uncertainty_score":0.40156546},"labels":[],"label_agreement":null},{"id":"W2973085625","doi":"10.2166/wst.2019.302","title":"Treatment of feces from beef cattle fed the enteric methane inhibitor 3-nitrooxypropanol","year":2019,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Anaerobic Digestion and Biogas Production","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Agriculture and Agri-Food Canada","funders":"Agriculture and Agri-Food Canada; Alberta Livestock and Meat Agency","keywords":"Feces; Anaerobic digestion; Feedlot; Animal science; Beef cattle; Digestion (alchemy); Dry matter; Anaerobic exercise; Forage; Chemistry; Gompertz function; Biology; Methane; Food science; Agronomy; Mathematics; Microbiology; Chromatography; Ecology","score_opus":0.007388869128124111,"score_gpt":0.2062846916342741,"score_spread":0.19889582250614998,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2973085625","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.996963,0.00016517399,0.00017426073,0.0012348951,0.0006843657,0.00017570313,0.0000025504705,0.00023701944,0.0003630305],"genre_scores_gemma":[0.9992914,0.00004412925,0.0002957722,0.000009561366,0.000033898035,0.000018498195,0.000003322471,0.000006429523,0.00029695276],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99932307,0.0000072689204,0.00012504891,0.00020793096,0.000118145996,0.00021854707],"domain_scores_gemma":[0.99958557,0.0000052118294,0.00002174311,0.0003297671,0.00003682164,0.000020902276],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000073060495,0.00009229616,0.00012394092,0.00023679688,0.000050723203,0.000016893628,0.00028226105,0.00006231151,0.000054958145],"category_scores_gemma":[0.000006599127,0.000048189457,0.000026984968,0.00045713873,0.00038530302,0.00011280292,0.00005178879,0.00005231906,0.00016768905],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005280192,0.000030610743,0.002362638,0.0000018717706,0.000008936732,6.1061445e-7,0.00034678073,0.00012684798,0.98832524,0.0005884865,0.000017923698,0.008184785],"study_design_scores_gemma":[0.00016652279,0.00023271082,0.0007473202,0.0000044455505,0.000007943053,0.0000066231505,0.00022131085,0.00014318747,0.98720765,0.00027693209,0.010920826,0.00006452972],"about_ca_topic_score_codex":0.00006856377,"about_ca_topic_score_gemma":0.000007796533,"teacher_disagreement_score":0.010902903,"about_ca_system_score_codex":0.00007706864,"about_ca_system_score_gemma":0.000015198609,"threshold_uncertainty_score":0.21553595},"labels":[],"label_agreement":null},{"id":"W2974628243","doi":"10.2166/wst.2019.317","title":"Reactive adsorption of Safranin O: surface – pore diffusion modeling and degradation study","year":2019,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Adsorption and biosorption for pollutant removal","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Adsorption; Safranin; Chemistry; Sorption; Mass transfer coefficient; Reaction rate constant; Activated carbon; Hydrogen peroxide; Diffusion; Mass transfer; Analytical Chemistry (journal); Desorption; Langmuir adsorption model; Activation energy; Kinetics; Chromatography; Physical chemistry; Thermodynamics; Organic chemistry","score_opus":0.008361728502213851,"score_gpt":0.2215186518702263,"score_spread":0.21315692336801245,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2974628243","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970881,0.00000614652,0.0014699266,0.0003538203,0.00010148346,0.00038559226,0.0000020731034,0.000086532506,0.00050637487],"genre_scores_gemma":[0.9988312,0.000006839368,0.0007221618,0.00002095252,0.000003910147,0.00000265993,0.000003115609,0.0000063134785,0.00040286113],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99860305,0.000023824714,0.00022734312,0.0004704292,0.0003967403,0.00027864025],"domain_scores_gemma":[0.9995435,0.0000049768496,0.00008143742,0.00029152472,0.000027219261,0.000051363688],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004719254,0.000120804914,0.00015424594,0.00023512919,0.000119812954,0.000021048514,0.00030468634,0.00010136439,0.00025893093],"category_scores_gemma":[0.000013040066,0.00008387033,0.000022194194,0.00074837514,0.00056122744,0.0004536764,0.00040473437,0.00012835125,0.00018093688],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001671283,0.000098723365,0.070886455,0.0000017115409,0.0000014329431,7.162586e-7,0.0006650171,0.0007838455,0.9254754,0.00012898781,0.0000015561659,0.0019394128],"study_design_scores_gemma":[0.0014429358,0.0010909968,0.023872694,0.000029144267,0.000025944884,0.00010139085,0.0058096,0.24765855,0.71526223,0.0037048962,0.0004962372,0.00050536357],"about_ca_topic_score_codex":0.0001320436,"about_ca_topic_score_gemma":0.000033795353,"teacher_disagreement_score":0.2468747,"about_ca_system_score_codex":0.00010408743,"about_ca_system_score_gemma":0.000010523107,"threshold_uncertainty_score":0.34201327},"labels":[],"label_agreement":null},{"id":"W2990034737","doi":"10.2166/wst.2019.384","title":"Dominant decomposition pathways in pit latrines: a commentary","year":2019,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Odor and Emission Control Technologies","field":"Chemical Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Latrine; Decomposition; Pit latrine; Interpretation (philosophy); Perspective (graphical); Environmental science; Waste management; Environmental engineering; Engineering; Computer science; Ecology; Artificial intelligence; Biology","score_opus":0.007631305688518091,"score_gpt":0.23487124141387294,"score_spread":0.22723993572535486,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2990034737","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9904185,0.00006093025,0.0010708186,0.006843317,0.00020420436,0.00017586157,0.0000015900266,0.0005351584,0.00068960973],"genre_scores_gemma":[0.99875903,0.000012853791,0.0009143782,0.00019351025,0.000012025312,0.00002886615,0.0000025798963,0.00000896315,0.0000677909],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99868196,0.000005054534,0.00022641632,0.00037538697,0.0001647045,0.00054650434],"domain_scores_gemma":[0.99943066,0.000018124252,0.000026252052,0.0004535162,0.000032095853,0.000039370574],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025398107,0.00013179205,0.00020761238,0.000897112,0.00007015285,0.000021872536,0.0007711046,0.00018048764,0.00007414249],"category_scores_gemma":[0.000040884588,0.000090810485,0.000033017903,0.00088922353,0.00027819796,0.00021652928,0.00044776118,0.0002929226,0.00021552618],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009875323,0.000031156793,0.0062141703,0.000008624339,0.0000014063801,0.000013372108,0.00009388876,0.00015407722,0.9867766,0.0015714086,0.000042619693,0.0050828215],"study_design_scores_gemma":[0.0005943572,0.000075682416,0.0002195362,0.00003807741,0.000002465776,0.000020682168,0.00028335658,0.008764348,0.9825672,0.0039677722,0.0033039479,0.00016259446],"about_ca_topic_score_codex":0.000032332187,"about_ca_topic_score_gemma":0.0000056129334,"teacher_disagreement_score":0.008610271,"about_ca_system_score_codex":0.00014503869,"about_ca_system_score_gemma":0.000014459635,"threshold_uncertainty_score":0.37031442},"labels":[],"label_agreement":null},{"id":"W3004879549","doi":"10.2166/wst.2020.047","title":"Effects of total suspended solids, particle size, and effluent temperature on the kinetics of peracetic acid decomposition in municipal wastewater","year":2019,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Treatment and Disinfection","field":"Environmental Science","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Trojan Technologies (Canada); University of Toronto","funders":"","keywords":"Peracetic acid; Effluent; Kinetics; Decomposition; Particle size; Chemistry; Reaction rate constant; Wastewater; Nuclear chemistry; Particle (ecology); Environmental engineering; Analytical Chemistry (journal); Chromatography; Organic chemistry; Hydrogen peroxide; Physical chemistry; Environmental science; Physics","score_opus":0.0030289886885751785,"score_gpt":0.20682967811633718,"score_spread":0.203800689427762,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3004879549","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99876916,0.000015154499,0.0000012868228,0.00064680097,0.00006964779,0.00032674582,5.0541644e-7,0.000024069028,0.00014661148],"genre_scores_gemma":[0.9998067,0.000003879582,0.000087312335,0.000025361123,0.0000024996802,0.000015851652,5.414073e-7,0.000005288309,0.00005256297],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99910414,0.000033386837,0.00015199646,0.00025118008,0.00018844393,0.0002708552],"domain_scores_gemma":[0.99964696,0.000033096312,0.000036226647,0.00024846836,0.000008454917,0.000026785796],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015899247,0.00010051999,0.00013256176,0.00009831012,0.000053482636,0.000017234059,0.00018575706,0.00007429411,0.00006704444],"category_scores_gemma":[0.00001898189,0.000054160715,0.000020231355,0.0003772696,0.0006872062,0.0001382979,0.00023377393,0.000093439536,0.000052798296],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002329251,0.00013612672,0.041759312,0.0000087337585,0.0000018329813,0.0000021151557,0.0008412138,0.00025877435,0.95669514,0.00016451065,0.0000014562581,0.000107515916],"study_design_scores_gemma":[0.0004439129,0.00056787994,0.06319484,0.000022102378,0.000007049574,0.000010057512,0.0001252648,0.00020672962,0.93461955,0.0007343803,0.000004185955,0.00006403171],"about_ca_topic_score_codex":0.00005771006,"about_ca_topic_score_gemma":0.000020667645,"teacher_disagreement_score":0.022075552,"about_ca_system_score_codex":0.000062324376,"about_ca_system_score_gemma":0.0000028809352,"threshold_uncertainty_score":0.253204},"labels":[],"label_agreement":null},{"id":"W3007824807","doi":"10.2166/wst.2020.087","title":"Inappropriate disposal of ‘flushable’ consumer products – reasons for concern","year":2020,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Legislation; Product (mathematics); Business; Labelling; Risk analysis (engineering); Marketing; Chemistry; Law; Mathematics","score_opus":0.022933520033388822,"score_gpt":0.23160884643949384,"score_spread":0.208675326406105,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3007824807","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9506399,0.000043379376,0.012272906,0.03217461,0.00028256213,0.0012279478,0.000026548878,0.00039649365,0.0029356745],"genre_scores_gemma":[0.99192417,0.0000037840582,0.0072227297,0.00024147284,0.000018185043,0.000087506094,0.000004621151,0.000012602289,0.00048493178],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981539,0.00001322299,0.00024407524,0.00066945865,0.00030819234,0.00061114546],"domain_scores_gemma":[0.99928486,0.0000089934865,0.000082485065,0.0004817881,0.000044474535,0.00009738311],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00034901366,0.00014408553,0.00019544773,0.00016710204,0.00025716855,0.000026128537,0.0011166196,0.00007701828,0.0001794665],"category_scores_gemma":[0.00017680276,0.00010649102,0.000034673052,0.0013995197,0.003396117,0.00040205335,0.0010681144,0.00011194728,0.00037915475],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003484956,0.00009403091,0.047031004,0.000037089678,0.0000142112685,0.0000047956873,0.0017054528,0.00020919133,0.93667984,0.005643253,0.0057054427,0.002840819],"study_design_scores_gemma":[0.00064809417,0.00040958382,0.0028259978,0.000010865446,0.000045142824,0.0000084881685,0.00027284032,0.0021017785,0.78259313,0.0034991887,0.20721951,0.00036540488],"about_ca_topic_score_codex":0.000060739803,"about_ca_topic_score_gemma":0.000014123034,"teacher_disagreement_score":0.20151407,"about_ca_system_score_codex":0.000108033164,"about_ca_system_score_gemma":0.000033424334,"threshold_uncertainty_score":0.9993161},"labels":[],"label_agreement":null},{"id":"W3010944150","doi":"10.2166/wst.2020.108","title":"Dynamic grit chamber modelling: dealing with particle settling velocity distributions","year":2020,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Groundwater flow and contamination studies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Settling; Grit; Particle (ecology); Process (computing); Sedimentation; Resource (disambiguation); Environmental science; Mechanics; Process engineering; Engineering; Computer science; Environmental engineering; Physics; Geology","score_opus":0.01445295773467415,"score_gpt":0.21659755401099592,"score_spread":0.20214459627632178,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3010944150","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6796755,0.000010807376,0.31227988,0.007624529,0.000023596362,0.000079867554,0.0000026762957,0.0001621452,0.00014096186],"genre_scores_gemma":[0.995862,0.000004274871,0.0037747256,0.00020337489,0.0000054904463,0.000024681696,0.0000029157077,0.0000067572123,0.000115748255],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985896,0.000008141895,0.00015514853,0.00046464035,0.000287303,0.0004951752],"domain_scores_gemma":[0.9996283,0.00000468621,0.000031387994,0.00020539752,0.000030939522,0.00009931006],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018704448,0.00012158808,0.00012377284,0.00005300054,0.0006281528,0.00005667968,0.00033459524,0.000050808037,0.00009089575],"category_scores_gemma":[0.000012394519,0.00008195938,0.000020123163,0.0008554753,0.0012634147,0.00033951944,0.00045228764,0.00014369757,0.0003559667],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054067415,0.0001829081,0.095095314,0.000019552112,0.00003624967,0.00012219064,0.010619006,0.1402021,0.70809424,0.0103279585,0.0000634464,0.03518294],"study_design_scores_gemma":[0.0004317671,0.00020537607,0.0023834244,0.000010296572,0.000024827288,0.00004386622,0.0009105905,0.6387261,0.34517187,0.0014730522,0.010193889,0.0004249393],"about_ca_topic_score_codex":0.000041248735,"about_ca_topic_score_gemma":0.00003122781,"teacher_disagreement_score":0.498524,"about_ca_system_score_codex":0.00011495526,"about_ca_system_score_gemma":0.000010285274,"threshold_uncertainty_score":0.4831307},"labels":[],"label_agreement":null},{"id":"W3011060424","doi":"10.2166/wst.2020.119","title":"Concurrent adsorption of cationic and anionic dyes from environmental water on amine functionalized carbon","year":2020,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Adsorption and biosorption for pollutant removal","field":"Environmental Science","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"King Abdulaziz City for Science and Technology","keywords":"Adsorption; Fourier transform infrared spectroscopy; Endothermic process; Chemistry; Cationic polymerization; Aqueous solution; Rhodamine 6G; Amine gas treating; Rhodamine B; Methanol; Methyl orange; Scanning electron microscope; Nuclear chemistry; Chemical engineering; Materials science; Organic chemistry; Photocatalysis; Molecule","score_opus":0.01001199654519004,"score_gpt":0.2030206145373399,"score_spread":0.19300861799214988,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3011060424","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9948905,0.000031077965,0.00018232367,0.0040433663,0.00014621034,0.00016612315,0.000018803958,0.0000886215,0.00043297696],"genre_scores_gemma":[0.99935454,0.000034074765,0.00008973053,0.0002891583,0.000024877238,0.000009326901,0.00002835544,0.000007410804,0.00016254373],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985008,0.00002224419,0.00024891435,0.0005211705,0.00039815504,0.00030866967],"domain_scores_gemma":[0.99961764,0.000006496194,0.00006280745,0.0001996304,0.0000066931443,0.00010671177],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00014076418,0.00014860567,0.00016071026,0.00014496763,0.00012255143,0.000019461873,0.0002914841,0.00010350384,0.0023486896],"category_scores_gemma":[0.000012529352,0.00009451576,0.000033729637,0.00028330585,0.0016923024,0.00016862343,0.00034380532,0.00013712847,0.00043646054],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018198363,0.00004887953,0.0072245006,0.0000016300016,0.0000034302911,9.550066e-7,0.00035921604,0.000054746266,0.9875296,0.00018413366,0.000013203276,0.0045615435],"study_design_scores_gemma":[0.0006618608,0.000398717,0.010819231,0.000006514918,0.0000148250365,0.000015130237,0.00017483953,0.0038498687,0.9745719,0.0009147747,0.00836652,0.0002058512],"about_ca_topic_score_codex":0.000048360085,"about_ca_topic_score_gemma":0.00000920762,"teacher_disagreement_score":0.012957696,"about_ca_system_score_codex":0.00014000174,"about_ca_system_score_gemma":0.000008441464,"threshold_uncertainty_score":0.9985633},"labels":[],"label_agreement":null},{"id":"W3014180077","doi":"10.2166/wst.2020.144","title":"No-regret selection of effective control handles for integrated urban wastewater systems management under parameter and input uncertainty","year":2020,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Regret; Control (management); Reuse; Wastewater; Selection (genetic algorithm); Resource (disambiguation); Sensitivity (control systems); Uncertainty analysis; Combined sewer; Computer science; Quality (philosophy); Risk analysis (engineering); Operations research; Engineering; Environmental engineering; Waste management; Simulation; Machine learning; Artificial intelligence; Business","score_opus":0.007706345675042553,"score_gpt":0.20444279661087583,"score_spread":0.19673645093583328,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3014180077","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92295253,0.00002864691,0.07154138,0.0017834516,0.00025412874,0.002337568,0.000017897824,0.00025467572,0.0008296974],"genre_scores_gemma":[0.99719596,0.0000030371639,0.0017279896,0.00019454549,0.000015848118,0.0003559238,0.000005503326,0.000013250948,0.00048797077],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99821085,0.000043526405,0.00027896388,0.0006625472,0.00026260476,0.0005415326],"domain_scores_gemma":[0.999486,0.000028603605,0.000087224056,0.00025387213,0.000052404957,0.00009186602],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039211643,0.00020305548,0.00026963625,0.00030645807,0.0002561141,0.00006849177,0.0004930644,0.000106685395,0.000050931263],"category_scores_gemma":[0.000038955935,0.00013642805,0.000041863044,0.00085247937,0.0015606368,0.00033863622,0.00043187663,0.00012471789,0.00009343066],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00043765357,0.00025478212,0.1156024,0.0003007064,0.00027713165,0.000010449162,0.0021821952,0.028476749,0.83476907,0.008314612,0.0044262847,0.0049479613],"study_design_scores_gemma":[0.006792173,0.004358705,0.014643866,0.00016131434,0.00050377706,0.000039915205,0.0021586376,0.39860702,0.48765066,0.0049588075,0.07854286,0.0015822761],"about_ca_topic_score_codex":0.00014787483,"about_ca_topic_score_gemma":0.0000213311,"teacher_disagreement_score":0.37013027,"about_ca_system_score_codex":0.00024226798,"about_ca_system_score_gemma":0.000007132377,"threshold_uncertainty_score":0.5750232},"labels":[],"label_agreement":null},{"id":"W3014515978","doi":"10.2166/wst.2020.140","title":"Characterization of performance of full-scale tertiary membranes under stressed operating conditions","year":2020,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia; University of Waterloo","funders":"","keywords":"Fouling; Membrane fouling; Ultrafiltration (renal); Extracellular polymeric substance; Membrane; Chemistry; Activated sludge; Pulp and paper industry; Chromatography; Environmental engineering; Sewage treatment; Environmental science; Biology; Biochemistry","score_opus":0.011060650545965604,"score_gpt":0.22494552541497134,"score_spread":0.21388487486900573,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3014515978","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.994151,0.0000041854414,0.0015538516,0.0033824977,0.000046674206,0.0002001437,0.000009007786,0.00020016001,0.00045247521],"genre_scores_gemma":[0.9983844,0.000015481122,0.0013713635,0.00014888354,0.0000055678283,0.000021190228,0.000011458201,0.0000069980574,0.000034615154],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986954,0.00001482334,0.0003504465,0.00035946842,0.00029908653,0.0002808186],"domain_scores_gemma":[0.99944586,0.000007911914,0.00012901712,0.00033458974,0.000038807575,0.00004381137],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016766781,0.00011526608,0.00018710105,0.00023242543,0.0001763313,0.00001607709,0.00079226313,0.00011118816,0.00053843006],"category_scores_gemma":[0.000042652282,0.00008793438,0.000024134997,0.0012315713,0.00228399,0.00059805124,0.0004616025,0.00011959838,0.00008981689],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000042943498,0.000024356537,0.011761169,0.000022881391,0.0000017298225,4.5429846e-7,0.00037646928,0.0015505292,0.9854032,0.00018541633,0.0000031348334,0.0006663777],"study_design_scores_gemma":[0.00012705076,0.0001586243,0.008689736,0.000012404493,0.000005101399,0.0000070787987,0.0002399962,0.00669437,0.9837084,0.00011690088,0.0001371139,0.000103262224],"about_ca_topic_score_codex":0.000008004135,"about_ca_topic_score_gemma":0.0000064641727,"teacher_disagreement_score":0.005143841,"about_ca_system_score_codex":0.000033962755,"about_ca_system_score_gemma":0.000022822736,"threshold_uncertainty_score":0.84154564},"labels":[],"label_agreement":null},{"id":"W3015325572","doi":"10.2166/wst.2020.138","title":"Evaluating nitrite oxidizing organism survival under different nitrite concentrations","year":2020,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydromantis Environmental Software Solutions (Canada)","funders":"","keywords":"Nitrite; Oxidizing agent; Chemistry; Staining; Organism; Oxygen; Bacterial cell structure; Environmental chemistry; Bacteria; Chromatography; Biology; Nitrate; Organic chemistry","score_opus":0.042143053985273814,"score_gpt":0.2765940814022805,"score_spread":0.23445102741700666,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3015325572","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99033654,0.000030539515,0.0013358985,0.006919356,0.00018568798,0.00029327,0.0000035171672,0.0003353962,0.0005597904],"genre_scores_gemma":[0.99285305,0.0000065759996,0.006484011,0.000406913,0.00004588417,0.000019843761,0.000007679769,0.000018213044,0.00015785992],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9974169,0.00005213351,0.00029894395,0.0007537222,0.0006425831,0.0008357159],"domain_scores_gemma":[0.99930495,0.000020170099,0.00006466106,0.00036234772,0.000030378924,0.00021747113],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0003269401,0.00024716777,0.00024088657,0.00016629124,0.00067550514,0.00012775492,0.00086696766,0.00011930211,0.0007767875],"category_scores_gemma":[0.000052221978,0.00016938543,0.00005795437,0.0012559942,0.0013191431,0.00042875722,0.00085519813,0.00023766689,0.0011474236],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007966064,0.000045760244,0.013864658,0.0000020690945,0.0000072324606,0.000013958975,0.0006320494,0.00017660434,0.9835214,0.0004463179,0.000018202894,0.0012637605],"study_design_scores_gemma":[0.0005792928,0.00022938508,0.0020264995,0.0000058138,0.000028977822,0.000022978948,0.00053414144,0.002480076,0.99058324,0.002813575,0.00043737527,0.00025866245],"about_ca_topic_score_codex":0.000037321766,"about_ca_topic_score_gemma":0.00002189222,"teacher_disagreement_score":0.011838159,"about_ca_system_score_codex":0.00023844557,"about_ca_system_score_gemma":0.000032263197,"threshold_uncertainty_score":0.9996303},"labels":[],"label_agreement":null},{"id":"W3015469851","doi":"10.2166/wst.2020.170","title":"‘Nitrification kinetics and microbial community dynamics of attached biofilm in wastewater treatment’","year":2020,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"Mitacs; Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada; Ontario Genomics","keywords":"Nitrospira; Nitrification; Anammox; Nitrosomonas; Denitrification; Nitrifying bacteria; Environmental chemistry; Biofilm; Microbial population biology; Nitrogen cycle; Wastewater; Sewage treatment; Chemistry; Biology; Microbiology; Environmental engineering; Bacteria; Environmental science; Nitrogen; Denitrifying bacteria; Organic chemistry","score_opus":0.01787033444434474,"score_gpt":0.22816036556016925,"score_spread":0.2102900311158245,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3015469851","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9964899,0.00001165798,0.000039078477,0.002963891,0.000027330214,0.0002071462,0.000007929748,0.000052078405,0.00020102366],"genre_scores_gemma":[0.99644697,0.000008583762,0.003421696,0.00003747929,0.000004699426,0.000009350327,0.000016592636,0.000007764912,0.000046890204],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99893135,0.000047600483,0.00022826153,0.00030610853,0.00013352526,0.00035315624],"domain_scores_gemma":[0.9995477,0.000008713352,0.000049200004,0.00031199591,0.0000098042365,0.00007257407],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017087141,0.00014758758,0.00019478286,0.00022286175,0.00013161973,0.00002228111,0.00046508442,0.00010589984,0.00006586173],"category_scores_gemma":[0.0000125879305,0.0001004536,0.000025219411,0.0008072076,0.0016084411,0.00017370215,0.00040490413,0.0001319961,0.00006305842],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019413284,0.00012876262,0.06980908,0.0000039573797,0.00000306685,0.0000047289186,0.0015258491,0.0000336344,0.92626125,0.0000410949,0.000002228353,0.0021669443],"study_design_scores_gemma":[0.0005508539,0.0004919263,0.0044020703,0.0000036955707,0.000011835912,0.000017335438,0.00047565508,0.001406848,0.9919561,0.00039808458,0.00017165332,0.00011394367],"about_ca_topic_score_codex":0.0003552086,"about_ca_topic_score_gemma":0.00024188735,"teacher_disagreement_score":0.06569486,"about_ca_system_score_codex":0.0002133516,"about_ca_system_score_gemma":0.000009276604,"threshold_uncertainty_score":0.5926368},"labels":[],"label_agreement":null},{"id":"W3016788023","doi":"10.2166/wst.2020.174","title":"Assessment of aeration control strategies for biofilm-based partial nitritation/anammox systems","year":2020,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Setpoint; Aeration; Anammox; Environmental science; Environmental engineering; Ammonia; Denitrification; Chemistry; Nitrogen; Waste management; Computer science; Engineering","score_opus":0.014987878197515072,"score_gpt":0.25119760870470753,"score_spread":0.23620973050719246,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3016788023","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.922504,0.000010826299,0.07367101,0.0027147003,0.00011471075,0.0006178552,0.000015355467,0.000109674205,0.00024188076],"genre_scores_gemma":[0.9870117,4.771966e-7,0.012711466,0.00009854453,0.000020611342,0.0001228548,0.000011689338,0.000006864271,0.000015811982],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986681,0.000024217983,0.00026163287,0.0003794281,0.00030601927,0.00036060673],"domain_scores_gemma":[0.9995929,0.000017357777,0.00008303288,0.0001941086,0.000040909694,0.00007167434],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002862026,0.00012521633,0.00018982611,0.00015227028,0.00020121543,0.00007967537,0.0003932547,0.000080917824,0.00005197589],"category_scores_gemma":[0.00001646808,0.00008640792,0.00004569825,0.00055065367,0.0007880086,0.00036050114,0.000069041904,0.00005948916,0.000037214093],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022107652,0.000051255938,0.01248247,0.000013061328,0.000007107641,0.0000027108854,0.00015688814,0.009771103,0.9748849,0.002334978,0.00003209094,0.00024127903],"study_design_scores_gemma":[0.0012222226,0.00072463846,0.0007215542,0.000005769686,0.0000312981,0.0000023721855,0.0007257687,0.15412968,0.84085524,0.0007829293,0.00064560975,0.00015289598],"about_ca_topic_score_codex":0.000058667338,"about_ca_topic_score_gemma":0.000011542047,"teacher_disagreement_score":0.14435858,"about_ca_system_score_codex":0.000094735755,"about_ca_system_score_gemma":0.00007714379,"threshold_uncertainty_score":0.3523613},"labels":[],"label_agreement":null},{"id":"W3019061793","doi":"10.2166/wst.2020.191","title":"Impact pressure on an orifice plate by a rising water column driven by an air pocket in a vertical riser","year":2020,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Underwater Vehicles and Communication Systems","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Body orifice; Water hammer; Flow (mathematics); Water column; Orifice plate; Mechanics; Current (fluid); Geotechnical engineering; Geology; Engineering; Mechanical engineering; Physics","score_opus":0.012265549602672106,"score_gpt":0.24355201488958092,"score_spread":0.23128646528690883,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3019061793","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99484587,0.0000709798,0.0021500627,0.001988585,0.00004049979,0.00020390537,0.0000135271275,0.0005755891,0.000110981135],"genre_scores_gemma":[0.99940246,0.0000074610684,0.00025627032,0.00021853187,0.000015746156,0.000032408698,0.00001888978,0.000027786456,0.000020428204],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982982,0.00005480296,0.00028150657,0.0004532953,0.0002338862,0.000678282],"domain_scores_gemma":[0.99912274,0.0000065728264,0.000013290194,0.0006225029,0.0000414501,0.00019344673],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025201926,0.00019288724,0.00023676222,0.00024709775,0.00016077649,0.00012495373,0.0011834826,0.00021062937,0.00004035994],"category_scores_gemma":[0.000003835914,0.00013031732,0.00002846616,0.0005290367,0.0002899196,0.0005555177,0.00020361645,0.0004015999,0.000108277796],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020430209,0.0000676272,0.0030672878,0.000009106921,0.0000096002605,0.000005940531,0.0027914601,0.0039502126,0.9889616,0.000013162766,0.00020460188,0.00089896895],"study_design_scores_gemma":[0.0003777767,0.00043912852,0.00030472557,0.000017861139,0.0000069288258,0.000012108421,0.00029119157,0.08283276,0.8954645,0.0001138489,0.019876242,0.00026296166],"about_ca_topic_score_codex":0.00011162092,"about_ca_topic_score_gemma":0.000023000677,"teacher_disagreement_score":0.093497135,"about_ca_system_score_codex":0.00008955502,"about_ca_system_score_gemma":0.000016447688,"threshold_uncertainty_score":0.5314186},"labels":[],"label_agreement":null},{"id":"W3019380305","doi":"10.2166/wst.2020.190","title":"Activated persulfate by iron-based materials used for refractory organics degradation: a review","year":2020,"lang":"en","type":"review","venue":"Water Science & Technology","topic":"Advanced oxidation water treatment","field":"Environmental Science","cited_by":57,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"China Scholarship Council; People's Government of Jilin Province; Natural Sciences and Engineering Research Council of Canada; Queen's University; Canada Research Chairs","keywords":"Persulfate; Zerovalent iron; Ferrous; Degradation (telecommunications); Chemistry; Ferric; Activated carbon; Radical; Transition metal; Catalysis; Inorganic chemistry; Materials science; Organic chemistry","score_opus":0.02230410037668123,"score_gpt":0.29812927010179463,"score_spread":0.2758251697251134,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3019380305","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00035632667,0.98491174,0.0034203476,0.0047033126,0.00044301688,0.005041032,0.00028610945,0.00077033753,0.00006775785],"genre_scores_gemma":[0.00032098478,0.9912905,0.005464078,0.00044745716,0.000026272071,0.0012020172,0.0006855578,0.00009973291,0.00046340618],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99602693,0.00009928938,0.0008633819,0.0015600536,0.000569558,0.00088075927],"domain_scores_gemma":[0.99809015,0.000054473963,0.00052354066,0.0010952378,0.00004823722,0.0001883821],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0005482117,0.0006711786,0.0015045776,0.00033533337,0.00041192403,0.0000907929,0.001875854,0.00040656593,0.0011704215],"category_scores_gemma":[0.0001834622,0.00044439893,0.00017191493,0.002050743,0.0011871554,0.00048738695,0.0006233127,0.0002959648,0.0013561595],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015374499,0.00026577184,0.0000072317675,0.008425452,0.000049367052,0.00003166347,0.00012654129,0.0000113271635,0.24078505,0.000052052415,0.0038561567,0.746374],"study_design_scores_gemma":[0.00023795677,0.00016414362,9.4626486e-8,0.0017913072,0.00021522945,0.00001741509,0.000007268731,0.0000066568814,0.15591884,0.000050325845,0.84113467,0.00045610234],"about_ca_topic_score_codex":0.00001090147,"about_ca_topic_score_gemma":0.0000026650566,"teacher_disagreement_score":0.8372785,"about_ca_system_score_codex":0.0015682138,"about_ca_system_score_gemma":0.00021097927,"threshold_uncertainty_score":0.9998008},"labels":[],"label_agreement":null},{"id":"W3022013332","doi":"10.2166/wst.2020.217","title":"Statistical analysis of sewer odour based on 10-year complaint data","year":2020,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Odor and Emission Control Technologies","field":"Chemical Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Alberta","funders":"Natural Science Foundation of Anhui Province","keywords":"Sanitary sewer; Complaint; Environmental science; Storm; Combined sewer; Environmental engineering; Annoyance; Civil engineering; Hydrology (agriculture); Engineering; Forensic engineering; Stormwater; Geotechnical engineering; Geography; Meteorology; Medicine; Surface runoff","score_opus":0.05206620042504085,"score_gpt":0.28202473578255777,"score_spread":0.22995853535751692,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3022013332","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.39127213,0.00003147015,0.5694617,0.032353543,0.0001650391,0.0002923671,0.00042730346,0.0025665674,0.0034298396],"genre_scores_gemma":[0.9924102,0.0000010249171,0.0073203435,0.00017917306,0.00000949437,0.000004371687,0.000037404432,0.000007854776,0.000030163488],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984525,0.000008090812,0.0002548896,0.0005579741,0.00033181664,0.00039472236],"domain_scores_gemma":[0.9987032,0.0000583494,0.000039504026,0.0010273595,0.00007863493,0.00009297463],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024990612,0.00012749834,0.00034616402,0.0008152108,0.00007330257,0.000019607705,0.0018708529,0.00014781141,0.0006086575],"category_scores_gemma":[0.0009755568,0.000086245964,0.000040564686,0.0023405652,0.0007519654,0.00008559412,0.00075361587,0.00024667298,0.00009406927],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007720352,0.00009199236,0.0032766722,0.000026580497,0.00009289468,0.00003088458,0.000079553065,0.014721445,0.96011966,0.014496696,0.0010906977,0.005895702],"study_design_scores_gemma":[0.00022938404,0.00010699913,0.00017115116,0.000006577667,0.00008135315,5.7617734e-7,0.00007889964,0.66541725,0.32941326,0.00021723704,0.004157982,0.000119319724],"about_ca_topic_score_codex":0.0000069608823,"about_ca_topic_score_gemma":0.0000011091495,"teacher_disagreement_score":0.6506958,"about_ca_system_score_codex":0.000033316774,"about_ca_system_score_gemma":0.000029887586,"threshold_uncertainty_score":0.66643727},"labels":[],"label_agreement":null},{"id":"W3030769667","doi":"10.2166/wst.2020.256","title":"Process water recovery via forward osmosis: membrane and integrated process development","year":2020,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Forward osmosis; Energy consumption; Osmosis; Process engineering; Volumetric flow rate; Wastewater; Reverse osmosis; Work (physics); Process (computing); Membrane; Environmental science; Environmental engineering; Chemistry; Engineering; Computer science; Thermodynamics; Mechanical engineering","score_opus":0.010556231257184882,"score_gpt":0.22929498795425082,"score_spread":0.21873875669706594,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3030769667","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9844734,0.00001793746,0.0029967295,0.010041414,0.00008324989,0.00043280167,0.0000012141863,0.0009516635,0.0010015635],"genre_scores_gemma":[0.9965493,0.000011287002,0.0024644446,0.0006461224,0.000008125191,0.00015284299,0.000006333631,0.000018033892,0.00014351025],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99719816,0.000015934183,0.00039863918,0.0010216046,0.0005181385,0.0008475017],"domain_scores_gemma":[0.9993398,0.000006584814,0.00006793164,0.00037301538,0.000057552857,0.00015509117],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0004289999,0.000284722,0.00028754582,0.00036868255,0.0004560746,0.00009756646,0.0013749554,0.00024043045,0.00052046496],"category_scores_gemma":[0.0001187108,0.00017161004,0.000023305225,0.0016265116,0.0022004936,0.0009175814,0.0008730727,0.00032025992,0.0009128554],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000034926128,0.000044530203,0.0041936454,0.000050359977,0.000008306566,0.000014547061,0.004499335,0.00051758776,0.96616113,0.000029534389,0.00006136319,0.024384754],"study_design_scores_gemma":[0.00021352251,0.00016955243,0.00012621298,0.000012530853,0.000007155199,0.00003694604,0.0008957123,0.0011122944,0.989715,0.0026794302,0.0047184005,0.0003132332],"about_ca_topic_score_codex":0.000013938301,"about_ca_topic_score_gemma":0.000020865938,"teacher_disagreement_score":0.02407152,"about_ca_system_score_codex":0.00014073127,"about_ca_system_score_gemma":0.00005580168,"threshold_uncertainty_score":0.99986506},"labels":[],"label_agreement":null},{"id":"W3031532939","doi":"10.2166/wst.2020.254","title":"Analysis of eutrophication potential of municipal wastewater","year":2020,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Aquatic and Environmental Studies","field":"Earth and Planetary Sciences","cited_by":94,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Narodowa Agencja Wymiany Akademickiej","keywords":"Eutrophication; Wastewater; Environmental science; Sewage treatment; Nutrient; Water quality; Environmental engineering; Phosphorus; Environmental protection; Waste management; Ecology; Engineering; Chemistry; Biology","score_opus":0.012091077747869827,"score_gpt":0.19594588235285504,"score_spread":0.1838548046049852,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3031532939","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99724466,0.000057910256,0.00054133456,0.0016491858,0.000027867754,0.00004351423,0.000009216137,0.00001751635,0.00040882584],"genre_scores_gemma":[0.9993399,0.000021126349,0.00056519994,0.000043673077,0.0000055502037,4.4688184e-7,0.000009808283,7.5116765e-7,0.0000135905275],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99921095,0.000009369694,0.00018526556,0.00019557895,0.00020897135,0.00018983817],"domain_scores_gemma":[0.9997249,0.000004705207,0.00005680779,0.00016000864,0.00001583765,0.000037718524],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013163667,0.000057875764,0.00018370524,0.00031927065,0.00008311484,0.000004718,0.0004040972,0.000040702293,0.00056202913],"category_scores_gemma":[0.000013106835,0.000035898625,0.00004257031,0.0012859979,0.0013165288,0.00009842442,0.000081532926,0.000047679365,0.00005282205],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025603827,0.000022532135,0.761746,0.000010316945,0.000112926406,0.0000034962445,0.002624462,0.024153255,0.20161662,0.00011008901,0.000004820447,0.009569866],"study_design_scores_gemma":[0.00021634901,0.00051501166,0.40731892,0.000004257102,0.00035709672,0.0000030057772,0.002695096,0.13515125,0.45247236,0.0006422476,0.00043777196,0.00018661181],"about_ca_topic_score_codex":0.00029477774,"about_ca_topic_score_gemma":0.00003673848,"teacher_disagreement_score":0.3544271,"about_ca_system_score_codex":0.0000026888556,"about_ca_system_score_gemma":0.0000064645806,"threshold_uncertainty_score":0.6153825},"labels":[],"label_agreement":null},{"id":"W3046690225","doi":"10.2166/wst.2020.353","title":"Steady air flow model for large sewer networks: a theoretical framework","year":2020,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Odor and Emission Control Technologies","field":"Chemical Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"China Scholarship Council","keywords":"Sanitary sewer; Hydrogen sulphide; Flow (mathematics); Combined sewer; Flow routing; Node (physics); Engineering; Civil engineering; Computer science; Environmental engineering; Geotechnical engineering; Structural engineering; Mechanics","score_opus":0.01311146543056625,"score_gpt":0.2479183423998675,"score_spread":0.23480687696930125,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3046690225","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.013376366,0.00007306025,0.96258193,0.021259407,0.00015043758,0.00023537716,0.000010529662,0.0020284976,0.00028436407],"genre_scores_gemma":[0.9650465,0.00000682573,0.033528365,0.001136085,0.000081555,0.000096446616,0.0000027452654,0.00002514052,0.000076318756],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99788505,0.000004896522,0.00025190366,0.0006069536,0.00022074707,0.0010304718],"domain_scores_gemma":[0.9991545,0.000054699925,0.000027927072,0.0005076321,0.00010403456,0.00015120252],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029627467,0.00020704244,0.00029783353,0.00022570956,0.00022547829,0.000035719248,0.0013004778,0.0005256502,0.000059081398],"category_scores_gemma":[0.000966654,0.00013891369,0.00008415758,0.0008328703,0.00080859376,0.00015100435,0.0006534066,0.00058758905,0.000047959446],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006271781,0.00005905195,0.00012528978,0.000028194077,0.000014594819,0.000009161411,0.0006707488,0.12632555,0.18546349,0.6808975,0.00059560547,0.005748116],"study_design_scores_gemma":[0.0002739123,0.000067702946,6.439048e-7,0.000015393243,0.000009142713,0.0000030392882,0.00012602194,0.8235712,0.12340776,0.05006763,0.0022774287,0.00018010335],"about_ca_topic_score_codex":2.4657894e-7,"about_ca_topic_score_gemma":1.8623929e-7,"teacher_disagreement_score":0.95167017,"about_ca_system_score_codex":0.00004814372,"about_ca_system_score_gemma":0.00003299355,"threshold_uncertainty_score":0.5664736},"labels":[],"label_agreement":null},{"id":"W3067326942","doi":"10.2166/wst.2020.393","title":"A critical review of the data pipeline: how wastewater system operation flows from data to intelligence","year":2020,"lang":"en","type":"review","venue":"Water Science & Technology","topic":"Water Quality Monitoring Technologies","field":"Environmental Science","cited_by":82,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada","keywords":"Raw data; Computer science; Pipeline (software); Bridge (graph theory); Resource (disambiguation); Work (physics); State (computer science); Risk analysis (engineering); Data science; Computer security; Systems engineering; Engineering; Business","score_opus":0.17234237948410866,"score_gpt":0.3665729286510886,"score_spread":0.19423054916697993,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3067326942","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000061655526,0.961359,0.005116396,0.02786132,0.0015551908,0.0023118004,0.0009194895,0.00074693747,0.00006820653],"genre_scores_gemma":[0.002937326,0.97594666,0.020291587,0.00017391688,0.00013162916,0.0001650762,0.00024199522,0.000052942094,0.00005884788],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9941359,0.0002552137,0.0011011261,0.0025544951,0.0011331752,0.000820052],"domain_scores_gemma":[0.9885456,0.00009844567,0.00024506336,0.010907047,0.00006290702,0.0001409522],"candidate_categories":["metaepi_narrow","sts","open_science","insufficient_payload"],"consensus_categories":["open_science"],"category_scores_codex":[0.0023192766,0.00054876064,0.0015469724,0.00031548602,0.0003152847,0.0002052288,0.029418994,0.00046234377,0.00007856137],"category_scores_gemma":[0.002891252,0.00028836567,0.00010868088,0.0028517325,0.0028035166,0.0010247616,0.049201902,0.00082014734,0.0011279143],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003397676,0.00007523231,0.000031308995,0.02198823,0.000030732223,0.00004760509,0.00019475412,0.000008442578,0.0035874366,0.0004425007,0.007532654,0.9660577],"study_design_scores_gemma":[0.00002223887,0.00004719934,5.913526e-7,0.026526429,0.00025105837,0.00006181133,0.0001309012,0.00067414535,0.014995517,0.00013350473,0.9567229,0.00043367795],"about_ca_topic_score_codex":0.0001567183,"about_ca_topic_score_gemma":0.000026316655,"teacher_disagreement_score":0.96562403,"about_ca_system_score_codex":0.00047448077,"about_ca_system_score_gemma":0.00016404525,"threshold_uncertainty_score":0.99995685},"labels":[],"label_agreement":null},{"id":"W3083967330","doi":"10.2166/wst.2020.430","title":"Air flow model development and application in a complex combined sewer system","year":2020,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Systems and Optimization","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Body orifice; Flow (mathematics); Volumetric flow rate; Airflow; Leak; Environmental science; Calibration; Momentum (technical analysis); Mechanics; Control theory (sociology); Engineering; Environmental engineering; Mathematics; Computer science; Mechanical engineering; Physics","score_opus":0.010973639750227837,"score_gpt":0.18270586829452523,"score_spread":0.1717322285442974,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3083967330","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4270649,0.000016096894,0.5706875,0.0007970974,0.00004579577,0.0002560296,8.759277e-7,0.0006367426,0.00049500616],"genre_scores_gemma":[0.9847713,7.947744e-7,0.015098113,0.000036923175,0.000005874895,0.000061733415,0.000004734938,0.000008359689,0.000012134965],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992867,0.0000032234313,0.00017685506,0.00021879833,0.00009386484,0.00022055577],"domain_scores_gemma":[0.99978715,0.0000010157872,0.00001169396,0.00012700657,0.000029526705,0.000043611588],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011538126,0.00008342658,0.00012044162,0.00025226525,0.000068920395,0.000021193493,0.00020991954,0.00006924465,5.890547e-7],"category_scores_gemma":[0.000002523834,0.000065645145,0.0000052080827,0.00050341757,0.00009592127,0.00012524913,0.000096916934,0.00006577715,0.000021192414],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000027185677,0.0000064601754,0.00092716055,0.00009461247,0.0000023148082,0.0000027078881,0.003002142,0.95349187,0.039385114,0.0014052327,0.00006487562,0.001614787],"study_design_scores_gemma":[0.00016021731,0.00001125831,0.00014663447,0.000009258145,9.0524907e-7,0.000004484198,0.0001286265,0.9425073,0.05614216,0.000046487457,0.00075499114,0.00008762389],"about_ca_topic_score_codex":0.0000043533596,"about_ca_topic_score_gemma":0.000022516702,"teacher_disagreement_score":0.5577065,"about_ca_system_score_codex":0.00008633616,"about_ca_system_score_gemma":0.0000143284515,"threshold_uncertainty_score":0.26769313},"labels":[],"label_agreement":null},{"id":"W3084272375","doi":"10.2166/wst.2020.433","title":"Aerobic granular sludge treating anaerobically pretreated brewery wastewater at different loading rates","year":2020,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Chemistry; Wastewater; Aeration; Granulation; Pulp and paper industry; Volatile suspended solids; Sequencing batch reactor; Sewage treatment; Food science; Environmental engineering; Chemical oxygen demand; Materials science; Environmental science; Organic chemistry; Composite material","score_opus":0.01137531311126718,"score_gpt":0.2120922781315888,"score_spread":0.2007169650203216,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3084272375","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9950336,0.00004568403,0.00006840985,0.0031204561,0.00012269124,0.00039301228,0.000003916236,0.0005189156,0.00069327053],"genre_scores_gemma":[0.99677503,0.0000095143,0.0021005198,0.00025952177,0.00003286803,0.000043751952,0.00002081898,0.00003464215,0.0007233062],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99647623,0.000051832852,0.00042236265,0.0012140855,0.0005350747,0.0013004399],"domain_scores_gemma":[0.9989741,0.000016027436,0.00008984762,0.0005600216,0.00002296453,0.00033705335],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00019325517,0.00044971946,0.00042139168,0.00030853596,0.0007489468,0.00013353932,0.0011627915,0.00020408831,0.001252381],"category_scores_gemma":[0.000031093565,0.0002773896,0.000117697804,0.0013623007,0.0017341238,0.00051772746,0.0016296714,0.00024377067,0.0020109483],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038786664,0.000060559298,0.09960461,0.000005849848,0.000011390516,0.000087974775,0.0008716624,0.000064631895,0.89851886,0.000021255282,0.00010484033,0.00060958375],"study_design_scores_gemma":[0.000648517,0.00040733756,0.0027174144,0.000014828457,0.00003827003,0.000077585384,0.00011034095,0.0008162496,0.9937382,0.00024509398,0.00080943364,0.0003767353],"about_ca_topic_score_codex":0.00006317654,"about_ca_topic_score_gemma":0.000035809433,"teacher_disagreement_score":0.09688719,"about_ca_system_score_codex":0.0004702092,"about_ca_system_score_gemma":0.000011295569,"threshold_uncertainty_score":0.9999678},"labels":[],"label_agreement":null},{"id":"W3092374634","doi":"10.2166/wst.2020.475","title":"Case study of H2S release and transport in a trunk sewer with drops","year":2020,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Odor and Emission Control Technologies","field":"Chemical Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Sanitary sewer; Mass transfer coefficient; Hydrogen sulphide; Hydrogen sulfide; Chemistry; Environmental engineering; Sulfide; Scrubber; Environmental chemistry; Waste management; Sulfur; Environmental science; Mass transfer; Chromatography; Engineering","score_opus":0.013483529746869947,"score_gpt":0.2231930264251824,"score_spread":0.20970949667831246,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3092374634","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99709374,0.000024301453,0.0007464646,0.0015165324,0.000013431085,0.00017519503,9.3967384e-7,0.000337085,0.000092307986],"genre_scores_gemma":[0.9995319,0.0000025922234,0.0003877154,0.000029943822,0.000003912158,0.00002069152,1.7956076e-7,0.000008146575,0.000014873919],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989671,0.0000040287646,0.00020421832,0.00037061115,0.00014952767,0.00030449466],"domain_scores_gemma":[0.9995976,0.000007871702,0.00002471747,0.00026305462,0.000038779577,0.00006797587],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011518315,0.00011472922,0.00023351332,0.00037916837,0.000050995135,0.000006547569,0.00033772775,0.000108423286,0.00001197474],"category_scores_gemma":[0.000068657464,0.0000714394,0.000011645708,0.0010854749,0.0005062373,0.000115766736,0.00012252165,0.000256932,0.000001931441],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007377587,0.00018339079,0.04294547,0.000037567403,0.000009033915,0.00415511,0.0057249647,0.0005193736,0.9367098,0.00027242376,0.0000027657354,0.009366296],"study_design_scores_gemma":[0.00285957,0.0014608847,0.0005586037,0.000037464648,0.000029905466,0.0011790663,0.019181984,0.018824998,0.95498395,0.00031358213,0.00021866422,0.00035131074],"about_ca_topic_score_codex":0.00010293008,"about_ca_topic_score_gemma":0.000046199733,"teacher_disagreement_score":0.042386867,"about_ca_system_score_codex":0.000017792909,"about_ca_system_score_gemma":0.000020377269,"threshold_uncertainty_score":0.2913214},"labels":[],"label_agreement":null},{"id":"W3094796552","doi":"10.2166/wst.2020.515","title":"A review of<i>Cryptosporidium</i>spp. and their detection in water","year":2020,"lang":"en","type":"review","venue":"Water Science & Technology","topic":"Parasitic Infections and Diagnostics","field":"Immunology and Microbiology","cited_by":118,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Health Canada; Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada; Ontario Centres of Excellence","keywords":"Cryptosporidium; Cryptosporidium parvum; Aptamer; Biology; Waterborne diseases; Polymerase chain reaction; Microbiology; Computational biology; Water quality; Molecular biology; Ecology; Feces; Genetics","score_opus":0.01419793383531272,"score_gpt":0.27366249830963474,"score_spread":0.25946456447432203,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3094796552","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00035568603,0.99776024,0.00016974226,0.00023711832,0.0005546431,0.00057654566,0.000012577982,0.00009356075,0.00023987156],"genre_scores_gemma":[0.0048039756,0.9948349,0.000029449377,0.00011370427,0.000014948585,0.00012782596,0.00002850666,0.00001562914,0.000031058476],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9980552,0.00009877257,0.0006400041,0.00059435907,0.00003295413,0.000578691],"domain_scores_gemma":[0.9992361,0.00005969129,0.00013086601,0.0004514225,0.00009633506,0.000025561998],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006466582,0.00032643328,0.0013891361,0.0011011132,0.00015965126,0.000011779178,0.00052656844,0.0005901688,0.000087376524],"category_scores_gemma":[0.00021356985,0.0001698083,0.0001341504,0.0011566754,0.0015701571,0.000095753705,0.0004457285,0.0006518029,0.0004700974],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000030310796,0.00005561262,0.000014358729,0.011898031,0.000037952323,0.000014420683,0.00015208687,6.955611e-8,0.018570827,0.00027360182,0.00007832622,0.9689017],"study_design_scores_gemma":[0.000118802316,0.00012866485,8.40391e-7,0.010286626,0.00009582152,0.0005694958,0.000020324915,3.3738905e-7,0.10692456,0.00028990977,0.88136125,0.00020336451],"about_ca_topic_score_codex":0.000023893372,"about_ca_topic_score_gemma":0.000008173249,"teacher_disagreement_score":0.9686983,"about_ca_system_score_codex":0.00009274306,"about_ca_system_score_gemma":0.00015015806,"threshold_uncertainty_score":0.69245815},"labels":[],"label_agreement":null},{"id":"W3096733387","doi":"10.2166/wst.2020.482","title":"Evaluation of fouling and RO performance for MBR treated fruit wastewater","year":2020,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"Ontario Ministry of Agriculture, Food and Rural Affairs","keywords":"Fouling; Membrane fouling; Wastewater; Effluent; Reverse osmosis; Forward osmosis; Pulp and paper industry; Membrane; Membrane bioreactor; Environmental science; Sewage treatment; Waste management; Chemistry; Environmental engineering; Engineering","score_opus":0.0391093482675965,"score_gpt":0.27020962685409855,"score_spread":0.23110027858650206,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3096733387","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99524796,0.000024366562,0.0004020685,0.0027903337,0.000033365784,0.0004683862,0.0000017122002,0.00019440733,0.0008373943],"genre_scores_gemma":[0.9974693,0.0000099325525,0.00232009,0.00006354252,0.0000059655627,0.000076802266,0.0000017174987,0.000006630033,0.000046009824],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99849796,0.000015758018,0.0002220335,0.0004468932,0.00048533475,0.00033199773],"domain_scores_gemma":[0.9995379,0.00000957966,0.000066823755,0.00027011908,0.000070566704,0.000045046643],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010232993,0.00011037194,0.00015149557,0.00020298743,0.00018399426,0.000022661843,0.00052555377,0.00011241006,0.0001567248],"category_scores_gemma":[0.00021816474,0.00007721034,0.000018146193,0.0007631722,0.0013998806,0.0004000942,0.00039324394,0.000082768056,0.00006764036],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009986031,0.000010526292,0.008972238,0.000010144742,0.0000025406323,2.3079326e-7,0.0005413424,0.0011650345,0.9611527,0.00009145887,0.000029044048,0.02801478],"study_design_scores_gemma":[0.0003238584,0.00023773339,0.0008417777,0.0000048087086,0.000020329564,0.0000042711813,0.00016901807,0.081799425,0.9146319,0.0013136693,0.00055442343,0.00009876684],"about_ca_topic_score_codex":0.000009322432,"about_ca_topic_score_gemma":0.0000058437236,"teacher_disagreement_score":0.08063439,"about_ca_system_score_codex":0.000079213314,"about_ca_system_score_gemma":0.000020384678,"threshold_uncertainty_score":0.51579183},"labels":[],"label_agreement":null},{"id":"W3101956484","doi":"10.2166/wst.2020.537","title":"Strategies for managing N95 mask shortages at water resource recovery facilities during pandemics: a review","year":2020,"lang":"en","type":"review","venue":"Water Science & Technology","topic":"Infection Control and Ventilation","field":"Medicine","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Suncor Energy (Canada)","funders":"","keywords":"Respirator; Personal protective equipment; Pandemic; Economic shortage; Business; Coronavirus disease 2019 (COVID-19); Environmental health; Medicine; Government (linguistics)","score_opus":0.03261907565886774,"score_gpt":0.30766154423377395,"score_spread":0.2750424685749062,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3101956484","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00018794934,0.99201304,0.0015217068,0.0022186034,0.00028801305,0.0019682713,0.000023563247,0.00048662562,0.0012922348],"genre_scores_gemma":[0.00089788815,0.99295205,0.00013521907,0.00021976192,0.00014181716,0.000540414,0.00010522793,0.000036775644,0.004970851],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99730384,0.00003993752,0.0007351839,0.00086433545,0.00029294938,0.00076374516],"domain_scores_gemma":[0.99902505,0.000026886359,0.00015416337,0.00057818554,0.00012721615,0.000088472574],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007292452,0.00040372735,0.0015504482,0.0009969195,0.00045401388,0.00008862758,0.00044504245,0.00036435688,0.00007848101],"category_scores_gemma":[0.00008278604,0.00022893959,0.00040991107,0.00056634354,0.0005487286,0.0002971151,0.00043429752,0.00045424374,0.00012568402],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000065127846,0.000031296146,0.000049596176,0.12213762,0.00017135737,0.00009406002,0.00053573167,0.0000064268584,0.001475562,0.0006943483,0.00047753114,0.8742613],"study_design_scores_gemma":[0.00020678113,0.00016418977,6.2362227e-7,0.012235695,0.00051461224,0.00044169824,0.00018715532,0.00003098037,0.001045935,0.00064448826,0.9842399,0.00028794864],"about_ca_topic_score_codex":0.0000053801573,"about_ca_topic_score_gemma":0.0000071387108,"teacher_disagreement_score":0.9837624,"about_ca_system_score_codex":0.00038171245,"about_ca_system_score_gemma":0.00018192301,"threshold_uncertainty_score":0.93358856},"labels":[],"label_agreement":null},{"id":"W3108714233","doi":"10.2166/wst.2020.571","title":"In-line coagulation assessment for ultrafiltration fouling reduction to treat secondary effluent for water reuse","year":2020,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Membrane fouling; Fouling; Ultrafiltration (renal); Effluent; Chemistry; Membrane; Coagulation; Chromatography; Membrane technology; Ferric; Microfiltration; Pulp and paper industry; Environmental engineering; Environmental science; Inorganic chemistry","score_opus":0.024008266809958333,"score_gpt":0.2984988220922346,"score_spread":0.2744905552822763,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3108714233","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88619936,0.000003002922,0.06704527,0.044571023,0.00020052263,0.0014802665,0.000005683647,0.00030337757,0.00019151668],"genre_scores_gemma":[0.96025443,0.000002840737,0.038550694,0.00045364155,0.00003910548,0.0005296479,0.00002562567,0.000013593159,0.00013043577],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99804425,0.000014262584,0.00038273763,0.0007546693,0.00025502144,0.0005490575],"domain_scores_gemma":[0.9993418,0.000016523552,0.000055128028,0.00046525124,0.000043523196,0.00007781392],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000585102,0.00016645629,0.00019566146,0.00040905643,0.0002946561,0.00006454544,0.00075725187,0.00016594229,0.00013477684],"category_scores_gemma":[0.00018459019,0.00011900647,0.000038693644,0.00078993145,0.00043931865,0.00076163065,0.0003206419,0.00014456741,0.00010704983],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000040941373,0.000029952353,0.00030283045,0.000014127536,0.0000010910076,7.142089e-7,0.00093887106,0.015081228,0.9780993,0.00037257632,0.0002912783,0.0048270803],"study_design_scores_gemma":[0.00052502466,0.0005893017,0.00018111044,0.000005178964,0.0000069945245,0.00000772444,0.00028859932,0.010730605,0.97538555,0.007134698,0.0049667205,0.00017850014],"about_ca_topic_score_codex":0.000018611583,"about_ca_topic_score_gemma":0.00001756874,"teacher_disagreement_score":0.07405508,"about_ca_system_score_codex":0.00035929147,"about_ca_system_score_gemma":0.000028069995,"threshold_uncertainty_score":0.48529428},"labels":[],"label_agreement":null},{"id":"W3108928057","doi":"10.2166/wst.2020.560","title":"Pressure oscillation of an air pocket beneath a water column in a vertical riser","year":2020,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Fluid Dynamics Simulations and Interactions","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Oscillation (cell signaling); Mechanics; Inflow; Volume (thermodynamics); Outflow; Water column; Materials science; Airflow; Head (geology); Compression (physics); Environmental science; Geology; Meteorology; Chemistry; Physics; Composite material; Thermodynamics; Geomorphology","score_opus":0.007233596544200796,"score_gpt":0.22014125117787559,"score_spread":0.21290765463367478,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3108928057","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9949272,0.000013355669,0.0032766815,0.0010544787,0.00009524987,0.00010794745,0.0000043002965,0.00019201031,0.00032873213],"genre_scores_gemma":[0.99905497,0.000001747594,0.0008428334,0.000050212027,0.000010372195,0.000011156117,0.0000048909114,0.0000083130735,0.000015510344],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992438,0.000006538939,0.00018272878,0.00019633428,0.00011216525,0.00025843506],"domain_scores_gemma":[0.9996877,0.0000041835046,0.000005103245,0.00019736537,0.00005725666,0.00004841263],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000084341926,0.000072929906,0.00011161168,0.0003727493,0.00005633443,0.000016880613,0.00024965312,0.000092278075,0.000070680304],"category_scores_gemma":[0.000020271445,0.000053110605,0.00001677182,0.00053554727,0.00019951156,0.00036692357,0.000085515945,0.00013634362,0.000027310924],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006799066,0.000027609094,0.0034410397,0.000011920166,0.0000041706726,0.0000026363084,0.0011625389,0.31739146,0.676734,0.00083401514,0.000016220456,0.00036763484],"study_design_scores_gemma":[0.000119301054,0.00007820898,0.001138879,0.0000046952196,0.000004244585,0.0000032680357,0.000055627705,0.7776274,0.21931262,0.00043419597,0.001153405,0.000068151705],"about_ca_topic_score_codex":0.000019213707,"about_ca_topic_score_gemma":0.00002852433,"teacher_disagreement_score":0.46023595,"about_ca_system_score_codex":0.000034594646,"about_ca_system_score_gemma":0.000011859872,"threshold_uncertainty_score":0.21657877},"labels":[],"label_agreement":null},{"id":"W3117844453","doi":"10.2166/wst.2020.598","title":"Biomethane production improvement by hydrothermal pretreatment of thickened waste activated sludge","year":2020,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Anaerobic Digestion and Biogas Production","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Greenfield Research (Canada); Toronto Metropolitan University","funders":"Ontario Water Consortium","keywords":"Mesophile; Biogas; Anaerobic digestion; Chemistry; Pulp and paper industry; Hydrothermal circulation; Activated sludge; Solubilization; Biodegradation; Biogas production; Nuclear chemistry; Waste management; Methane; Wastewater; Environmental science; Chemical engineering; Environmental engineering; Biochemistry; Organic chemistry; Biology","score_opus":0.008092062750126975,"score_gpt":0.20049984888966133,"score_spread":0.19240778613953435,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3117844453","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98967624,0.000059342503,0.0012515743,0.0076006036,0.0003903453,0.00028903838,0.0000029689472,0.0005536662,0.00017623242],"genre_scores_gemma":[0.9993353,0.000033069326,0.00040189453,0.00004042163,0.00003070788,0.000025427333,0.0000071039995,0.000010581684,0.00011551572],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99902505,0.0000060569896,0.0001788639,0.00033006814,0.00018159545,0.00027835296],"domain_scores_gemma":[0.99962825,0.0000011040044,0.000032804153,0.00022238874,0.000060963477,0.000054502325],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014790974,0.00011852234,0.00012886559,0.00032068673,0.00006405865,0.000012379491,0.0002479914,0.000090247806,0.000026009],"category_scores_gemma":[0.000022758539,0.00008476535,0.00002111721,0.0011802777,0.00040103347,0.0002120612,0.00007154477,0.000099582336,0.000025346999],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008982823,0.000030178691,0.00004239346,0.000009788651,0.000010093057,6.351006e-7,0.00024441766,0.0006032655,0.99128866,0.00025165378,0.00017839581,0.007331559],"study_design_scores_gemma":[0.00015478898,0.00030544488,0.0000084965095,0.0000061776545,0.0000069632933,0.0000047611948,0.00014337401,0.00048438142,0.994768,0.000054504366,0.003966446,0.00009660999],"about_ca_topic_score_codex":0.000008135078,"about_ca_topic_score_gemma":6.1771846e-7,"teacher_disagreement_score":0.00965905,"about_ca_system_score_codex":0.00008583659,"about_ca_system_score_gemma":0.000015987673,"threshold_uncertainty_score":0.34566307},"labels":[],"label_agreement":null},{"id":"W3120576527","doi":"10.2166/wst.2021.001","title":"Screening of two freshwater green microalgae in pulp and paper mill wastewater effluents in Nova Scotia, Canada","year":2021,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Algal biology and biofuel production","field":"Energy","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Biorefinery; Environmental science; Wastewater; Nutrient; Paper mill; Pulp and paper industry; Biomass (ecology); Effluent; Pulp (tooth); Waste management; Biofuel; Environmental engineering; Ecology; Biology; Engineering","score_opus":0.009026738560885917,"score_gpt":0.2193968554432808,"score_spread":0.21037011688239488,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3120576527","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99605906,0.00022398007,0.000007943236,0.0032024647,0.000214584,0.00008000203,0.000004492715,0.000023371973,0.0001840964],"genre_scores_gemma":[0.99835414,0.000006430874,0.0011008212,0.0002526036,0.000018947067,0.0000039543534,0.000011229068,0.000007314546,0.00024454753],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99835646,0.00004732393,0.0003143882,0.00057114754,0.00014734862,0.00056335184],"domain_scores_gemma":[0.99949867,0.00000786803,0.000041008047,0.00033572936,0.000078549696,0.00003816093],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038538175,0.00014212978,0.00023108855,0.00051051413,0.000065460874,0.000012689253,0.00034827733,0.00017596112,0.0001304201],"category_scores_gemma":[0.000036477748,0.00010048962,0.000015854683,0.0008749994,0.0008597287,0.00021403274,0.00040561202,0.00024960737,0.000011176877],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014762078,0.000019674373,0.21827461,0.000011312785,0.0000041753433,0.000060624883,0.00015372814,0.000057236943,0.77809256,0.0001774051,0.000011812054,0.0031220978],"study_design_scores_gemma":[0.0004887423,0.00003623653,0.015216056,0.00003121898,0.0000036095926,0.000087269436,0.00017078429,0.000051507206,0.9801047,0.0018757386,0.0017857988,0.00014834465],"about_ca_topic_score_codex":0.5742933,"about_ca_topic_score_gemma":0.9456153,"teacher_disagreement_score":0.37132198,"about_ca_system_score_codex":0.000086139305,"about_ca_system_score_gemma":0.00011688891,"threshold_uncertainty_score":0.42854148},"labels":[{"model":"gemma","categories":[],"domain":null,"study_design":"observational","genre":"empirical","about_ca_system":false,"about_ca_topic":true,"confidence":"high"},{"model":"gpt","categories":[],"domain":null,"study_design":"bench_or_experimental","genre":"empirical","about_ca_system":false,"about_ca_topic":true,"confidence":"high"}],"label_agreement":"split"},{"id":"W3131629941","doi":"10.2166/wst.2021.073","title":"Physicochemical assessment of urban wastewater of Cotonou (Benin)","year":2021,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Reuse","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique","funders":"","keywords":"Kjeldahl method; Blackwater; Wastewater; Biochemical oxygen demand; Effluent; Greywater; Chemical oxygen demand; Environmental science; Wastewater quality indicators; Laundry; Sewage treatment; Environmental engineering; Total suspended solids; Pulp and paper industry; Chemistry; Environmental chemistry; Waste management; Nitrogen; Engineering","score_opus":0.006432268059154072,"score_gpt":0.2338196557343968,"score_spread":0.22738738767524275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3131629941","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9950902,0.000014749748,0.00006651955,0.00094792445,0.00010395268,0.00010263819,0.0000031913426,0.00004460538,0.003626235],"genre_scores_gemma":[0.99415725,0.00000496922,0.0050055925,0.000018672185,0.000009126291,0.00001321024,0.0000053102026,0.00000767466,0.0007781731],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984148,0.000017110957,0.000279455,0.00045543935,0.00039477434,0.00043841373],"domain_scores_gemma":[0.9991894,0.0000074663235,0.00007350497,0.00062931067,0.00003842036,0.00006193298],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017566842,0.0001375158,0.00025241866,0.00016990636,0.00008744599,0.000014297448,0.00068197044,0.00010048155,0.0005044131],"category_scores_gemma":[0.000010955148,0.000086976725,0.00006354743,0.00088386366,0.0023535802,0.00022123943,0.001005384,0.000110927336,0.00006910982],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000025767831,0.00017965717,0.06772258,0.0000063535927,0.0000065498057,0.000011631745,0.00030217858,0.000046504778,0.93100744,0.00043254995,0.00006833946,0.00021360914],"study_design_scores_gemma":[0.00026739982,0.000116589144,0.0020665424,0.000012779059,0.0000142432045,0.000018968763,0.0001706164,0.0001144821,0.99542093,0.0009667105,0.0007201423,0.000110565976],"about_ca_topic_score_codex":0.000024606481,"about_ca_topic_score_gemma":0.0000059683703,"teacher_disagreement_score":0.065656036,"about_ca_system_score_codex":0.000104933286,"about_ca_system_score_gemma":0.00004460461,"threshold_uncertainty_score":0.8671865},"labels":[],"label_agreement":null},{"id":"W3132069837","doi":"10.2166/wst.2021.061","title":"Numerical study on effects of chamber design and multi-inlet on storm geyser","year":2021,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Systems and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Key Research and Development Program of Zhejiang Province; Fundamental Research Funds for the Provincial Universities of Zhejiang; Natural Science Foundation of Ningbo; National Natural Science Foundation of China","keywords":"Inlet; Inflow; Pressure drop; Environmental science; Body orifice; Storm; Computational fluid dynamics; Marine engineering; Geology; Mechanics; Engineering; Geomorphology; Mechanical engineering","score_opus":0.011679811340906843,"score_gpt":0.2220136903800707,"score_spread":0.21033387903916387,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3132069837","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89681494,0.000031067368,0.102257036,0.00008909119,0.0003095533,0.00025681715,2.2189697e-7,0.00017197317,0.00006930792],"genre_scores_gemma":[0.99741936,0.0000026509406,0.0024298192,0.00001537516,0.000009125294,0.000029079814,3.4076425e-7,0.000011072415,0.00008315221],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992208,0.000023078923,0.00012635696,0.00025116306,0.00014478156,0.00023384468],"domain_scores_gemma":[0.99961776,0.000015865071,0.000013899417,0.00027349603,0.000045692344,0.000033275108],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017221399,0.000102156206,0.00015893822,0.0002947778,0.00006137405,0.000020417501,0.00012624077,0.00007783574,0.0000030381864],"category_scores_gemma":[0.000026540116,0.00007099174,0.000011326293,0.00045295063,0.00012176631,0.000079746365,0.00006249548,0.00010194036,0.000020223628],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029541317,0.0008608145,0.02993795,0.00019415452,0.000069315436,0.0004679137,0.014944632,0.40264702,0.54387546,0.00065834017,0.00029119098,0.006023648],"study_design_scores_gemma":[0.00041568492,0.00044233823,0.0041924543,0.000029968936,0.0000053595627,0.000017197157,0.000119486984,0.035163578,0.9593479,0.000022776429,0.00012908425,0.0001141873],"about_ca_topic_score_codex":0.00000561928,"about_ca_topic_score_gemma":0.000004607045,"teacher_disagreement_score":0.4154724,"about_ca_system_score_codex":0.000037343325,"about_ca_system_score_gemma":0.000009739509,"threshold_uncertainty_score":0.2894959},"labels":[],"label_agreement":null},{"id":"W3133462850","doi":"10.2166/wst.2021.078","title":"Optimization of Congo red dye adsorption from wastewater by a modified commercial zeolite catalyst using response surface modeling approach","year":2021,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Adsorption and biosorption for pollutant removal","field":"Environmental Science","cited_by":89,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Adsorption; Ionic strength; Zeolite; Freundlich equation; Congo red; Response surface methodology; Aqueous solution; Langmuir; Chemistry; Nuclear chemistry; Wastewater; Bromide; Langmuir adsorption model; Materials science; Chromatography; Catalysis; Inorganic chemistry; Environmental engineering; Organic chemistry","score_opus":0.01982898794894968,"score_gpt":0.23391059622768254,"score_spread":0.21408160827873285,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3133462850","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8997053,0.000020930218,0.098791555,0.000839962,0.000114750736,0.00016096717,0.000043482163,0.000113214744,0.00020987236],"genre_scores_gemma":[0.97868496,0.00000919386,0.020848451,0.00007559514,0.000010641675,0.000003932323,0.00008192305,0.000015121803,0.00027015404],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99772733,0.00011531211,0.0004437867,0.00070829794,0.00050433853,0.0005009223],"domain_scores_gemma":[0.9991463,0.000010469879,0.00012599395,0.00054397073,0.00007177822,0.00010148633],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005872177,0.00019834268,0.00026985988,0.00022632009,0.00025247454,0.000060020437,0.0005498951,0.00024694874,0.0003172269],"category_scores_gemma":[0.00005309128,0.00015942217,0.000064794185,0.0013016138,0.0011829486,0.00050898467,0.00058927684,0.00018791652,0.000043195767],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000083413615,0.00005953642,0.00029726975,0.0000016449268,0.0000033953709,0.0000026071862,0.0002799061,0.31406185,0.6850806,0.00002204054,0.000012875646,0.00009485066],"study_design_scores_gemma":[0.00028069524,0.000026818503,0.00003218307,0.000006692117,0.000010871402,0.000034051707,0.0002136739,0.5145676,0.484471,0.00014096286,0.000077550496,0.00013788734],"about_ca_topic_score_codex":0.00029822678,"about_ca_topic_score_gemma":0.0000117732625,"teacher_disagreement_score":0.20060961,"about_ca_system_score_codex":0.00027050168,"about_ca_system_score_gemma":0.000044412274,"threshold_uncertainty_score":0.6501047},"labels":[],"label_agreement":null},{"id":"W3145721181","doi":"10.2166/wst.2021.140","title":"Facile one step green synthesis of iron nanoparticles using grape leaves extract: textile dye decolorization and wastewater treatment","year":2021,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Environmental remediation with nanomaterials","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Cape Breton University","funders":"","keywords":"Chemistry; Wastewater; Reactive dye; Benzene; Adsorption; Nuclear chemistry; Triazine; Aniline; Naphthalene; Phenol; Organic chemistry; Waste management; Dyeing","score_opus":0.012680903677028846,"score_gpt":0.20945365102450078,"score_spread":0.19677274734747194,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3145721181","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99908996,0.00010388918,0.00027875905,0.00012839306,0.000105901374,0.00012688302,0.000009968771,0.00011901086,0.00003721362],"genre_scores_gemma":[0.996245,0.00008964178,0.0035677645,0.0000039273036,0.0000091105485,0.00002818013,0.0000026872576,0.000013573767,0.000040071132],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990398,0.000014397389,0.00023751875,0.0002534927,0.00015866496,0.00029607717],"domain_scores_gemma":[0.99964225,0.00001777971,0.000036347694,0.00023713167,0.00002110042,0.000045382807],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011527093,0.00012152005,0.00019156697,0.00028436875,0.00009331334,0.000030887346,0.00013336868,0.000091327965,0.00008071165],"category_scores_gemma":[0.000025121692,0.000095697455,0.000016816542,0.00032200755,0.00040552413,0.00026923255,0.00010517406,0.00002912232,0.000018591909],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000021735875,0.00003529501,0.0044751577,0.000020929665,0.0000064623455,0.0000042188954,0.00022591323,0.000911043,0.9874702,0.000026124791,3.1892387e-7,0.00682214],"study_design_scores_gemma":[0.00013698576,0.000058131198,0.0017893562,0.000017254853,0.000021950334,0.000015501953,0.00020447391,0.0029351984,0.9945208,0.0000992839,0.000092449016,0.000108653214],"about_ca_topic_score_codex":0.000014707748,"about_ca_topic_score_gemma":0.000021241316,"teacher_disagreement_score":0.0070505384,"about_ca_system_score_codex":0.00014078848,"about_ca_system_score_gemma":0.000017245582,"threshold_uncertainty_score":0.3902429},"labels":[],"label_agreement":null},{"id":"W3152764743","doi":"10.2166/wst.2021.139","title":"Uncertainty analysis of rising sewer models with respect to input parameters and model structure using Monte Carlo simulations and computational fluid dynamics","year":2021,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Systems and Optimization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Sanitary sewer; Sensitivity (control systems); Computational fluid dynamics; Monte Carlo method; Computer science; Mathematics; Mechanics; Environmental science; Engineering; Environmental engineering; Physics","score_opus":0.011512797657533328,"score_gpt":0.2234506431513304,"score_spread":0.21193784549379707,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3152764743","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5720283,0.0000167586,0.42776555,0.00005967874,0.000015462085,0.000048984624,0.000023191973,0.000035771423,0.0000062949666],"genre_scores_gemma":[0.921467,0.0000012741256,0.078494415,0.000010896053,0.0000019018522,0.0000013271223,0.000009619448,0.0000076735405,0.000005889393],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992252,0.000008210685,0.00017126497,0.0002615804,0.00014785702,0.00018587704],"domain_scores_gemma":[0.99955934,0.000009463022,0.000023095747,0.00017925771,0.00018721672,0.000041650772],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007345752,0.000099370125,0.00020054825,0.00086002203,0.00011651713,0.00006244297,0.00009327125,0.000071931805,6.9027465e-7],"category_scores_gemma":[0.000008497783,0.000076369346,0.000014059855,0.0015627746,0.00019154527,0.0002266986,0.000087033375,0.00006602782,3.520273e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002553217,0.000002184467,0.0012898776,0.000007711871,0.000042267777,0.000001791049,0.00091285165,0.9889008,0.008368584,0.00038773715,4.430766e-7,0.00008322119],"study_design_scores_gemma":[0.00009299118,0.0000145363765,0.00010856927,0.000014702958,0.000073002964,0.000011553382,0.00015425117,0.9917915,0.006283881,0.0013534147,6.3982316e-7,0.00010096633],"about_ca_topic_score_codex":0.00007004448,"about_ca_topic_score_gemma":0.0008417728,"teacher_disagreement_score":0.3494387,"about_ca_system_score_codex":0.00009470625,"about_ca_system_score_gemma":0.0000315499,"threshold_uncertainty_score":0.31142515},"labels":[],"label_agreement":null},{"id":"W318450921","doi":"10.2166/wst.2015.226","title":"Enhanced coagulation with in situ manganese dioxide on removal of humic acid in micro-polluted water","year":2015,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Geochemistry and Elemental Analysis","field":"Earth and Planetary Sciences","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Humic acid; Chemistry; Coagulation; Manganese; Permanganate; In situ; Sulfate; Environmental chemistry; Water treatment; Potassium permanganate; Nuclear chemistry; Inorganic chemistry; Environmental engineering; Organic chemistry","score_opus":0.009185768259799405,"score_gpt":0.20349606887366972,"score_spread":0.1943103006138703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W318450921","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977172,0.000029036228,0.000038864095,0.000676057,0.000034427965,0.00008142845,0.0000029021937,0.000026634414,0.0013934389],"genre_scores_gemma":[0.99930584,0.0000016489734,0.00049108494,0.000037101774,0.000006179996,0.0000017318038,0.00003293057,0.0000014589046,0.000122042],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99877554,0.000018551402,0.00021355695,0.00033008467,0.00024131642,0.0004209632],"domain_scores_gemma":[0.9996339,0.0000042567362,0.000036905127,0.00023080655,0.00004152738,0.0000526086],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004472048,0.000106227606,0.00017544755,0.00063258916,0.000058424583,0.000014260716,0.0003795282,0.00008284814,0.00008008598],"category_scores_gemma":[0.000013869426,0.000060004302,0.000016382975,0.001037915,0.0005038574,0.00020495793,0.000037792957,0.00012306133,0.00007686054],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000067926536,0.00002346185,0.06011563,0.000004551495,0.000002020475,0.00005143979,0.00066085265,0.0015034641,0.9356645,0.000005472694,0.0000010803711,0.0018996065],"study_design_scores_gemma":[0.0003682717,0.00016219703,0.01477882,0.000016739368,0.0000035164546,0.000043843498,0.00061360584,0.00034965738,0.982792,0.000719062,0.000049423892,0.00010286329],"about_ca_topic_score_codex":0.0006076191,"about_ca_topic_score_gemma":0.0052114897,"teacher_disagreement_score":0.04712751,"about_ca_system_score_codex":0.000022285089,"about_ca_system_score_gemma":0.000030356592,"threshold_uncertainty_score":0.29081336},"labels":[],"label_agreement":null},{"id":"W3192890627","doi":"10.2166/wst.2021.304","title":"Best-fit probability distribution models for monthly rainfall of Northeastern Brazil","year":2021,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrology and Drought Analysis","field":"Environmental Science","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Moncton","funders":"Coordenação de Aperfeiçoamento de Pessoal de Nível Superior","keywords":"Gumbel distribution; Weibull distribution; Precipitation; Generalized Pareto distribution; Statistic; Statistics; Mathematics; Gompertz function; Environmental science; Econometrics; Geography; Meteorology; Extreme value theory","score_opus":0.014194726395172793,"score_gpt":0.23969951602308737,"score_spread":0.22550478962791456,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3192890627","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9644289,0.000027360775,0.030044517,0.0035582,0.00005854949,0.00019206501,0.00002900383,0.000057798974,0.0016036129],"genre_scores_gemma":[0.99713767,0.000002397105,0.002385024,0.000077411765,0.0000064516166,0.000048850994,0.000021396147,0.000004319227,0.00031646367],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984131,0.000023186905,0.00026650116,0.0005763129,0.00023865172,0.00048226345],"domain_scores_gemma":[0.9992188,0.000015844746,0.000062795676,0.0005687031,0.000072248426,0.00006159742],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005785997,0.00011330011,0.00021264734,0.00009508055,0.0002555963,0.000015710777,0.0005972325,0.00016517976,0.00017466318],"category_scores_gemma":[0.00009723441,0.00008517431,0.000079726546,0.00104277,0.0022417437,0.00037805905,0.000399395,0.000106593594,0.00007934487],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013000537,0.0013916426,0.28665394,0.000067206616,0.0000616606,0.000038050606,0.0025786897,0.20085318,0.45801374,0.016462645,0.00024161072,0.033507623],"study_design_scores_gemma":[0.00051852973,0.00027706497,0.0016095162,0.00001012872,0.00006562486,0.000023791887,0.00016353863,0.14862731,0.6165236,0.22684489,0.005031485,0.00030451207],"about_ca_topic_score_codex":0.00011711651,"about_ca_topic_score_gemma":0.0005572482,"teacher_disagreement_score":0.2850444,"about_ca_system_score_codex":0.00010899274,"about_ca_system_score_gemma":0.00004237495,"threshold_uncertainty_score":0.8259798},"labels":[],"label_agreement":null},{"id":"W3195354198","doi":"10.2166/wst.2021.309","title":"Amberlite IRC-718 ion chelating resin extraction of hazardous metal Cr (VI) from aqueous solutions: equilibrium and theoretical modeling","year":2021,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Extraction and Separation Processes","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Direction Générale de la Recherche Scientifique et du Développement Technologique","keywords":"Amberlite; Chemistry; Chromium; Adsorption; Ion exchange; Ion-exchange resin; Aqueous solution; Langmuir adsorption model; Inorganic chemistry; Metal; Metal ions in aqueous solution; Ion; Physical chemistry; Organic chemistry","score_opus":0.015404241693898504,"score_gpt":0.25355034693087575,"score_spread":0.23814610523697724,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3195354198","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92519665,0.0010431742,0.06952746,0.0007428971,0.00028653126,0.00006235447,0.0000036133597,0.00036927854,0.0027680383],"genre_scores_gemma":[0.9953564,0.00008678187,0.0044143163,0.000020659872,0.000028881936,0.000009630612,0.0000066985594,0.000011243577,0.00006543028],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988716,0.000018675759,0.00029518496,0.00030842953,0.00019853645,0.0003075607],"domain_scores_gemma":[0.999491,0.000030472209,0.0000338401,0.0002305832,0.00016686918,0.00004725705],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002903477,0.00011122161,0.0001638091,0.000312938,0.0001415141,0.00006965354,0.00014676554,0.00016555621,0.00007244808],"category_scores_gemma":[0.0001584671,0.00009698464,0.000027079888,0.0005662642,0.00054416194,0.0005569551,0.00010503209,0.0002377694,0.000015011852],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000049586965,0.000015916961,0.000059102313,0.000013481101,0.0000066052203,0.0000076939095,0.00030571854,0.013586779,0.96768683,0.016054157,0.0000053457165,0.0022533867],"study_design_scores_gemma":[0.00009470463,0.000016503209,0.000015950516,0.000017619901,0.000011485666,0.000107989355,0.00032699504,0.39331907,0.5752429,0.03055179,0.00020194326,0.00009304113],"about_ca_topic_score_codex":0.000013999162,"about_ca_topic_score_gemma":0.000015512955,"teacher_disagreement_score":0.39244395,"about_ca_system_score_codex":0.00004870072,"about_ca_system_score_gemma":0.000052472195,"threshold_uncertainty_score":0.39549187},"labels":[],"label_agreement":null},{"id":"W3208433162","doi":"10.2166/wst.2021.464","title":"Hydrologic and soil properties of mature bioretention cells in Ontario, Canada","year":2021,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Toronto","funders":"","keywords":"Bioretention; Infiltration (HVAC); Loam; Environmental science; Surface runoff; Hydraulic conductivity; Soil water; Hydrology (agriculture); Stormwater; Soil science; Geotechnical engineering; Geology; Ecology; Geography","score_opus":0.00722202629483344,"score_gpt":0.15429262332385377,"score_spread":0.14707059702902034,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3208433162","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970216,0.000032868786,0.000027354146,0.0015351143,0.00011139685,0.00008953296,8.1089405e-7,0.000026009486,0.0011553187],"genre_scores_gemma":[0.9982463,0.000004160335,0.00032668308,0.00008338811,0.0000012228292,0.000010497893,9.1484685e-7,0.0000027872609,0.0013240153],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99894845,0.000012263163,0.00014682804,0.00034468598,0.00021118598,0.0003365584],"domain_scores_gemma":[0.999667,0.0000013748012,0.000029964232,0.0002600908,0.00001177879,0.000029805948],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016744572,0.00007963177,0.000104758,0.00016627113,0.00010596065,0.000015961925,0.00031501197,0.00006428499,0.00020548982],"category_scores_gemma":[0.000008908426,0.000056228662,0.000009905712,0.0006402028,0.0011580986,0.00019274777,0.0006994268,0.00013281668,0.000014538562],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000016462035,0.000020294845,0.1406784,0.000003900468,0.0000011545217,0.000019304327,0.0002647329,0.00024994812,0.8584592,0.000101302765,0.00010422697,0.00009592474],"study_design_scores_gemma":[0.00010905057,0.000028993674,0.023239575,0.0000096002,0.0000047641142,0.0000135862665,0.00019867173,0.00037298654,0.9714106,0.0008161937,0.0036947425,0.0001012333],"about_ca_topic_score_codex":0.708209,"about_ca_topic_score_gemma":0.96981263,"teacher_disagreement_score":0.2616036,"about_ca_system_score_codex":0.00043796224,"about_ca_system_score_gemma":0.00009814618,"threshold_uncertainty_score":0.42670625},"labels":[],"label_agreement":null},{"id":"W3210276821","doi":"10.2166/wst.2021.480","title":"Effect of the coexistence of SO32− and PO43− on the adsorption performance of zeolite-loaded FeOOH@ZnO for S2−","year":2021,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Phosphorus and nutrient management","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Adsorption; Zeolite; Hydrothermal circulation; Aqueous solution; Ion; Chemistry; Inorganic chemistry; Chemical engineering; Sulfate; Materials science; Nuclear chemistry; Mineralogy; Catalysis; Organic chemistry","score_opus":0.006045463422622933,"score_gpt":0.20848706400924613,"score_spread":0.2024416005866232,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3210276821","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99750495,0.000036544454,0.000048579674,0.0013533412,0.00008552412,0.0003589453,0.0000032031903,0.000010941485,0.00059796014],"genre_scores_gemma":[0.99961734,0.000032811342,0.0000964763,0.00006307609,0.0000023390382,0.00003211775,4.0525626e-7,0.000003137632,0.00015227539],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989954,0.000029650557,0.00018527337,0.00026498898,0.0002854933,0.00023917774],"domain_scores_gemma":[0.9993229,0.00004866347,0.00010739164,0.00047784203,0.000025266801,0.000017966468],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008092506,0.00008514367,0.00014744826,0.000069826674,0.00013909712,0.0000078852545,0.00064201653,0.000048223108,0.000032635064],"category_scores_gemma":[0.0000826782,0.000040132792,0.000040203213,0.0007092423,0.0020902397,0.00009660565,0.0006299214,0.000074546944,0.000005485217],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005174369,0.00004654628,0.02760273,0.000046487472,0.000003506983,2.5696477e-7,0.0002884402,0.00010147876,0.96403944,0.002592755,0.00003901721,0.0051875645],"study_design_scores_gemma":[0.0002065471,0.0006075168,0.008691415,0.000036607562,0.000011071151,0.00000307289,0.00007665413,0.0009569785,0.9879102,0.00077014364,0.0006804137,0.000049388826],"about_ca_topic_score_codex":0.000020406493,"about_ca_topic_score_gemma":0.000003885933,"teacher_disagreement_score":0.023870718,"about_ca_system_score_codex":0.00003864715,"about_ca_system_score_gemma":0.000010060832,"threshold_uncertainty_score":0.7701575},"labels":[],"label_agreement":null},{"id":"W35696462","doi":"10.2166/wst.2002.0143","title":"Global water dynamics: issues for the 21st century","year":2002,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water resources management and optimization","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Water balance; System dynamics; Water resources; Balance (ability); Environmental science; Computer science; Engineering; Ecology","score_opus":0.0070569864767485975,"score_gpt":0.1981219021817871,"score_spread":0.1910649157050385,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W35696462","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.614929,0.0043275678,0.23230582,0.060520686,0.005976112,0.0035225272,0.000050422655,0.008414452,0.06995339],"genre_scores_gemma":[0.9978584,0.00019041188,0.00092764903,0.000054514876,0.00004285166,0.0000474962,0.000006123578,0.000011214787,0.00086130644],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990419,0.000002846986,0.00011781473,0.00020426068,0.00012684971,0.00050629873],"domain_scores_gemma":[0.9996184,0.0000028004222,0.0000077991845,0.00031429584,0.00003336026,0.000023352166],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013778807,0.000109451794,0.00008295575,0.00021149074,0.00024359112,0.00011531882,0.000721178,0.000070462695,0.00007931476],"category_scores_gemma":[0.0000052663013,0.00005516134,0.000027203962,0.00040869316,0.00036151227,0.00019808137,0.00018415967,0.00005674445,0.0001387856],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022042053,0.00017116359,0.0080858795,0.00024577402,0.00016334714,0.000024239978,0.008918464,0.50728446,0.02318588,0.0928328,0.0076147504,0.35145122],"study_design_scores_gemma":[0.00018413561,0.000040834508,0.000032569864,0.0000049866953,0.000013808242,0.000006488015,0.0005002294,0.66622263,0.0363871,0.0020517614,0.29437226,0.00018320473],"about_ca_topic_score_codex":0.000006200183,"about_ca_topic_score_gemma":0.000016875601,"teacher_disagreement_score":0.3829294,"about_ca_system_score_codex":0.000097641256,"about_ca_system_score_gemma":8.1535865e-7,"threshold_uncertainty_score":0.22494142},"labels":[],"label_agreement":null},{"id":"W4200158134","doi":"10.2166/wst.2021.633","title":"An ultrasound/O3 and UV/O3 process for atrazine manufacturing wastewater treatment: a multiple scale experimental study","year":2021,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Advanced oxidation water treatment","field":"Environmental Science","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Atrazine; Chemical oxygen demand; Wastewater; Chemistry; Chlorine; Ultraviolet; Degradation (telecommunications); Environmental chemistry; Pulp and paper industry; Hydrogen peroxide; Environmental engineering; Environmental science; Materials science; Pesticide; Organic chemistry","score_opus":0.011984614721935035,"score_gpt":0.2777712876152854,"score_spread":0.2657866728933504,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200158134","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979457,0.000026258751,0.0004777328,0.0002630368,0.00009268554,0.0008985853,0.000010164199,0.00020566637,0.000080117636],"genre_scores_gemma":[0.9938128,0.0000043140103,0.0052558235,0.000036567977,0.000016542243,0.00048748543,0.000019320734,0.0000231417,0.00034401033],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99762213,0.000023754368,0.00024710674,0.0011198025,0.00028852295,0.00069869886],"domain_scores_gemma":[0.9991471,0.000017137649,0.000050201754,0.0006103959,0.000022327406,0.0001528053],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015215467,0.000278327,0.0002375532,0.00018568602,0.0006080133,0.00010990417,0.00043474673,0.00008245441,0.00018505829],"category_scores_gemma":[0.000012966455,0.00018936081,0.00003388008,0.00034372517,0.0009302116,0.00086336693,0.00026951093,0.00007047088,0.00007739222],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003266789,0.0012241383,0.08082669,0.0000036522772,0.000009474378,0.000028273626,0.005553481,0.00064824935,0.90965146,0.000004150391,0.0000010546264,0.0020167336],"study_design_scores_gemma":[0.0014753615,0.0012687908,0.0045601963,0.0000043477417,0.000019026524,0.00011590664,0.0056682634,0.00030685976,0.98541003,0.0005004108,0.00041916422,0.0002516525],"about_ca_topic_score_codex":0.000049713326,"about_ca_topic_score_gemma":0.00017643464,"teacher_disagreement_score":0.0762665,"about_ca_system_score_codex":0.00040052438,"about_ca_system_score_gemma":0.000019485246,"threshold_uncertainty_score":0.772191},"labels":[],"label_agreement":null},{"id":"W4200468191","doi":"10.2166/wst.2021.632","title":"Efficiency of an up-flow Anaerobic Sludge Blanket reactor coupled with an electrochemical system to remove chloramphenicol in swine wastewater","year":2021,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Advanced oxidation water treatment","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique","funders":"","keywords":"Effluent; Wastewater; Chemical oxygen demand; Blanket; Chemistry; Pulp and paper industry; Biochemical oxygen demand; Sewage treatment; Pollutant; Anode; Bioreactor; Waste management; Environmental science; Environmental engineering; Materials science; Electrode; Organic chemistry","score_opus":0.0050481515391527345,"score_gpt":0.21984234578923567,"score_spread":0.21479419425008295,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200468191","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99577755,0.000005377673,0.0028699723,0.00052524713,0.00007414555,0.00045587803,0.000003757553,0.00017184207,0.00011623658],"genre_scores_gemma":[0.9680948,0.0000011113545,0.0316073,0.000065331886,0.000009682799,0.000072207986,0.000024200126,0.000020257237,0.00010508435],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99705136,0.00004108247,0.00040291768,0.0010950627,0.0005444272,0.0008651412],"domain_scores_gemma":[0.99856687,0.000009120642,0.00008476099,0.0010590617,0.00006735363,0.00021283652],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036318103,0.00025602567,0.00034755733,0.000401285,0.00011377862,0.00004239519,0.000915247,0.00014145557,0.00013419542],"category_scores_gemma":[0.0000330184,0.00017335228,0.0000257562,0.002289257,0.0008116549,0.0006195865,0.00046244668,0.0001728687,0.000114176924],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007685477,0.00023666627,0.0030174009,0.0000072088837,0.000002819688,0.00007101733,0.00078539527,0.001649325,0.99359196,0.000066992514,0.0000012283381,0.0004931228],"study_design_scores_gemma":[0.0007009504,0.0008534723,0.0009143605,0.00002838998,0.00000903923,0.00015580138,0.00061852223,0.0070881266,0.9891614,0.00012792012,0.00009352484,0.00024854424],"about_ca_topic_score_codex":0.000085047315,"about_ca_topic_score_gemma":0.00028188888,"teacher_disagreement_score":0.028737327,"about_ca_system_score_codex":0.00076367747,"about_ca_system_score_gemma":0.00007138321,"threshold_uncertainty_score":0.7069101},"labels":[],"label_agreement":null},{"id":"W4200478257","doi":"10.2166/wst.2021.624","title":"The effect of sludge retention time (SRT) on the <i>Nitrifier</i> typical kinetics at ambient temperature under the low ammonia density","year":2021,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydromantis Environmental Software Solutions (Canada)","funders":"Science and Technology Innovative Research Team in Higher Educational Institutions of Hunan Province; National Key Research and Development Program of China; Youth Innovation Technology Project of Higher School in Shandong Province; Natural Science Foundation of Shandong Province; National Natural Science Foundation of China","keywords":"Nitrification; Nitrospira; Chemistry; Ammonia; Nitrosomonas; Nitrite; Kinetics; Environmental chemistry; Environmental engineering; Environmental science; Nitrogen; Biochemistry; Nitrate","score_opus":0.004527090793349518,"score_gpt":0.1902382581901862,"score_spread":0.18571116739683668,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200478257","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99034286,0.00004040589,0.000007430032,0.008845517,0.0001724716,0.0002950283,0.0000019786012,0.000040527066,0.00025376552],"genre_scores_gemma":[0.99757797,0.000011196988,0.00011483884,0.0001977808,0.000015247478,0.000019405059,0.0000037185994,0.000008409399,0.0020514275],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982344,0.0001602865,0.00018604088,0.0004349794,0.0004909824,0.00049333565],"domain_scores_gemma":[0.99892575,0.00010087298,0.000059195678,0.0008397805,0.000028122757,0.000046271372],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.00069280254,0.00017597209,0.00015428198,0.000049223396,0.0009554056,0.00007824962,0.00088122976,0.00014140931,0.00014874351],"category_scores_gemma":[0.000043323835,0.00006341269,0.00008976913,0.00082336465,0.0027666425,0.000069122645,0.0008301466,0.00027378742,0.0007478585],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005939421,0.000036575875,0.003059186,0.0000014485757,0.0000089403065,0.00001202064,0.00006704343,0.000040679013,0.9957936,0.00021294966,0.00037537044,0.00033283135],"study_design_scores_gemma":[0.0002135681,0.00034156215,0.0043392368,0.0000083585865,0.000026178179,0.00007260493,0.000058761885,0.00008828662,0.9927628,0.00063528324,0.0013657524,0.00008762911],"about_ca_topic_score_codex":0.000012595117,"about_ca_topic_score_gemma":0.000054576714,"teacher_disagreement_score":0.008647736,"about_ca_system_score_codex":0.00019721023,"about_ca_system_score_gemma":0.000012893965,"threshold_uncertainty_score":0.99994725},"labels":[],"label_agreement":null},{"id":"W4206260130","doi":"10.2166/wst.2022.012","title":"Investigation of electrode passivation during electrocoagulation treatment with aluminum electrodes for high silica content produced water","year":2022,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Advanced oxidation water treatment","field":"Environmental Science","cited_by":55,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Electrocoagulation; Passivation; Fouling; Produced water; Dissolution; Electrode; Anode; Materials science; Boiler water; Water treatment; Polarity reversal; Effluent; Boiler blowdown; Desalination; Boiler (water heating); Chemistry; Chemical engineering; Waste management; Environmental engineering; Layer (electronics); Environmental science; Composite material","score_opus":0.013562244644001516,"score_gpt":0.2078613273637297,"score_spread":0.19429908271972818,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206260130","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99220324,0.0000063444977,0.0029178,0.0033815634,0.00004030947,0.0012767895,0.0000044314984,0.00015264623,0.000016890546],"genre_scores_gemma":[0.99402934,0.0000027312294,0.003894969,0.000037900645,0.000013328709,0.0015720313,0.00008545688,0.000020417485,0.00034383908],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99773943,0.000036732443,0.00032196648,0.0007446681,0.00045584212,0.0007013641],"domain_scores_gemma":[0.9992906,0.0000093841345,0.00013774073,0.000444354,0.00006412453,0.00005378699],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026709714,0.00021130977,0.0002141955,0.00041757076,0.0007346147,0.000021652866,0.00036916538,0.00004726888,0.000112008864],"category_scores_gemma":[0.00001099025,0.00012932211,0.000031878393,0.0008278241,0.00061630335,0.0004408849,0.00020006276,0.00009304057,0.000012930467],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010542369,0.00006936114,0.02356032,0.000004206442,0.00001136218,0.0000011595016,0.0007025319,0.0028800017,0.9712523,0.00025923294,0.000002437961,0.001151633],"study_design_scores_gemma":[0.00092463405,0.0023606464,0.0047538485,0.0000026940577,0.00002467315,0.000027608603,0.00010576244,0.00027715054,0.98701394,0.0040744343,0.00025042408,0.00018419434],"about_ca_topic_score_codex":0.00009937651,"about_ca_topic_score_gemma":0.000042133714,"teacher_disagreement_score":0.01880647,"about_ca_system_score_codex":0.0016574061,"about_ca_system_score_gemma":0.000042805746,"threshold_uncertainty_score":0.56501365},"labels":[],"label_agreement":null},{"id":"W4207038619","doi":"10.2166/wst.2022.024","title":"Evaluation of process condition impact on copper and lead ions removal from water using goethite incorporated nanocomposite ultrafiltration adsorptive membranes","year":2022,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Iran National Science Foundation","keywords":"Response surface methodology; Copper; Ultrafiltration (renal); Membrane; Goethite; Metal ions in aqueous solution; Polyacrylonitrile; Chemistry; Metal; Ferrous; Inorganic chemistry; Chemical engineering; Materials science; Adsorption; Chromatography; Metallurgy; Polymer","score_opus":0.028653742594041933,"score_gpt":0.3069520189247405,"score_spread":0.2782982763306986,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4207038619","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99757445,0.000020150075,0.0002494161,0.000797698,0.00010956599,0.00063011737,0.00003702006,0.00018086747,0.00040071024],"genre_scores_gemma":[0.99916124,0.0000030916574,0.0005804648,0.00005444812,0.00000619266,0.00009263857,0.000064209264,0.000011912072,0.000025786665],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99677765,0.00021629079,0.00040172032,0.0007111336,0.0014925862,0.00040064123],"domain_scores_gemma":[0.9990647,0.000029876708,0.0001968716,0.00048635917,0.00017713846,0.000045087334],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002093799,0.00020540219,0.00024766906,0.0007650795,0.0006926796,0.000056189197,0.00065905426,0.00014413675,0.0007566382],"category_scores_gemma":[0.0001256304,0.00013562122,0.000037586353,0.0014096382,0.001950971,0.0008707566,0.0004210034,0.00029536817,0.00005467356],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038348047,0.000060176328,0.0022896065,0.0000024939536,0.000008132931,0.0000029804517,0.00135023,0.08632755,0.90835077,0.00006077487,0.000007601848,0.0015013422],"study_design_scores_gemma":[0.00042043446,0.0003347379,0.0010736472,0.000008373029,0.000041982614,0.00006865221,0.0009208857,0.055102196,0.9251275,0.016685335,0.000035028163,0.00018123054],"about_ca_topic_score_codex":0.0002531088,"about_ca_topic_score_gemma":0.000036821584,"teacher_disagreement_score":0.031225355,"about_ca_system_score_codex":0.000654769,"about_ca_system_score_gemma":0.000091478345,"threshold_uncertainty_score":0.82846576},"labels":[],"label_agreement":null},{"id":"W4210832004","doi":"10.2166/wst.2022.048","title":"An influent generator for WRRF design and operation based on a recurrent neural network with multi-objective optimization using a genetic algorithm","year":2022,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water resources management and optimization","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; CentrEau - Quebec Water Management Research Centre","funders":"","keywords":"Generator (circuit theory); Genetic algorithm; Mean squared error; Artificial neural network; Computer science; Series (stratigraphy); Recurrent neural network; Algorithm; Mathematics; Statistics; Artificial intelligence; Machine learning; Power (physics)","score_opus":0.01365460991122796,"score_gpt":0.21906346860170556,"score_spread":0.2054088586904776,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4210832004","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15645716,0.000023208353,0.8424783,0.00004454811,0.000116533374,0.0006795667,0.0000020678785,0.0001964447,0.0000022140855],"genre_scores_gemma":[0.5067237,0.0000018598832,0.4929624,0.000053488027,0.000019895655,0.00020711988,0.000012554576,0.000016803762,0.0000021764718],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99905366,0.00003432542,0.0001260324,0.0003230934,0.00015376962,0.00030911577],"domain_scores_gemma":[0.9997051,0.000004662289,0.000025723382,0.00017696334,0.000050582134,0.000036983256],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023095736,0.00012713808,0.0000957197,0.00046906903,0.00052128057,0.00011184563,0.00020224867,0.00003600096,0.0000057829434],"category_scores_gemma":[0.0000031036916,0.00010098716,0.000009674801,0.0005810868,0.00011068117,0.00020350369,0.00006925369,0.000088605964,2.886915e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018995928,0.00002326448,0.00020975847,0.0000044861767,0.0000033802264,0.0000017893332,0.0002478655,0.9930062,0.0018515765,0.000007772317,0.000002570508,0.0046223393],"study_design_scores_gemma":[0.0004942622,0.00062887406,0.00004398531,0.0000051884513,0.0000143542975,0.0000049629302,0.000060355116,0.98968756,0.008828281,0.000012889927,0.0000666438,0.00015261977],"about_ca_topic_score_codex":0.000003329097,"about_ca_topic_score_gemma":0.0000011569306,"teacher_disagreement_score":0.35026655,"about_ca_system_score_codex":0.00015119731,"about_ca_system_score_gemma":0.000017151187,"threshold_uncertainty_score":0.41181368},"labels":[],"label_agreement":null},{"id":"W4213321145","doi":"10.2166/wst.2021.640","title":"Simplified validation of the ELISA kit determination of Microcystins in surface water","year":2021,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Aquatic Ecosystems and Phytoplankton Dynamics","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Ministry of Science and Technology of the People's Republic of China","keywords":"Microcystin; Chromatography; Detection limit; Reproducibility; Chemistry; Standard curve; Environmental chemistry; Biology; Cyanobacteria","score_opus":0.0070084567809671535,"score_gpt":0.2161692079988123,"score_spread":0.20916075121784516,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4213321145","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99728966,0.0000043773102,0.0010857019,0.00062588457,0.000111653695,0.00012216461,0.0000032453286,0.000011822673,0.0007454705],"genre_scores_gemma":[0.9986856,0.0000017252236,0.0011010728,0.00002085836,0.0000023620566,0.0000035226667,0.0000025671432,0.0000034955103,0.00017876964],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989786,0.000030964242,0.00028295422,0.00023830561,0.00022936385,0.00023981826],"domain_scores_gemma":[0.99947953,0.0000121335825,0.000075663724,0.00037604364,0.000040551284,0.000016084301],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047574428,0.00006921847,0.00012994614,0.000084407024,0.00007468452,0.000009880608,0.00048052522,0.00008125945,0.00012845371],"category_scores_gemma":[0.000049581944,0.00003890888,0.00002420069,0.0006818292,0.0005882345,0.00014214116,0.00044507478,0.000079999736,0.00003234197],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000012833589,0.000024409363,0.07164203,0.000008440946,4.3419084e-7,0.0000012876169,0.00058294303,0.0010785923,0.9259132,0.00016514873,0.0000030745114,0.00057913165],"study_design_scores_gemma":[0.000102609454,0.000017136259,0.004416547,0.000015717655,0.0000028079012,0.000013608978,0.0001572829,0.0030808882,0.9898646,0.0020048264,0.0002666413,0.00005732217],"about_ca_topic_score_codex":0.00012209437,"about_ca_topic_score_gemma":0.00028755606,"teacher_disagreement_score":0.06722548,"about_ca_system_score_codex":0.00009418292,"about_ca_system_score_gemma":0.000021854481,"threshold_uncertainty_score":0.21673746},"labels":[],"label_agreement":null},{"id":"W4220864256","doi":"10.2166/wst.2022.095","title":"An essential tool for WRRF modelling: a realistic and complete influent generator for flow rate and water quality based on data-driven methods","year":2022,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrological Forecasting Using AI","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; CentrEau - Quebec Water Management Research Centre","funders":"","keywords":"Generator (circuit theory); Water quality; Range (aeronautics); Inlet; Automation; Data mining; Computer science; Multivariate statistics; Volumetric flow rate; Artificial neural network; Engineering; Environmental science; Machine learning","score_opus":0.08617119338889614,"score_gpt":0.3536946479374413,"score_spread":0.2675234545485452,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220864256","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6475914,0.0000023133568,0.35033605,0.0013089079,0.000092511844,0.00043005956,0.00013573481,0.00009484433,0.000008171149],"genre_scores_gemma":[0.78632617,5.290847e-7,0.21269895,0.000672443,0.000015803122,0.00018267821,0.00007858326,0.0000124236685,0.000012403345],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9974534,0.00019789503,0.00030272143,0.0011294187,0.00025769914,0.0006588964],"domain_scores_gemma":[0.99889296,0.00009823562,0.00006055598,0.0008204054,0.000023679188,0.000104133454],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0038166454,0.00018058009,0.00025306956,0.00018354657,0.001180102,0.000107198226,0.0010093634,0.00008609405,0.00006936384],"category_scores_gemma":[0.00014094432,0.00011960143,0.00002469557,0.00026942734,0.0015381811,0.00023154647,0.001345919,0.00017305603,0.0000042104607],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008076646,0.000059316928,0.00028013304,0.000009081591,0.0000024046224,0.000002136873,0.00017542604,0.5668867,0.42916614,0.00027826053,0.000021300926,0.0030383053],"study_design_scores_gemma":[0.0004381669,0.00060080097,0.00005123844,0.0000021473375,0.000016375223,0.000008315875,0.00001327538,0.93725616,0.049742576,0.006403615,0.005261322,0.00020603761],"about_ca_topic_score_codex":0.00008301123,"about_ca_topic_score_gemma":0.000012728423,"teacher_disagreement_score":0.37942356,"about_ca_system_score_codex":0.00011787414,"about_ca_system_score_gemma":0.000020114669,"threshold_uncertainty_score":0.907651},"labels":[],"label_agreement":null},{"id":"W4220945903","doi":"10.2166/wst.2022.107","title":"The transition of WRRF models to digital twin applications","year":2022,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Advanced X-ray and CT Imaging","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hatch (Canada); Université Laval; CentrEau - Quebec Water Management Research Centre","funders":"","keywords":"Transition (genetics); Computer science; Biology; Genetics","score_opus":0.006062113701204877,"score_gpt":0.19968050029713505,"score_spread":0.19361838659593017,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220945903","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2153395,0.00007769241,0.7807035,0.0017077918,0.00008123903,0.00020224405,0.000010360179,0.000345963,0.0015317422],"genre_scores_gemma":[0.998934,0.0000029922837,0.0008008736,0.00002958642,0.000005199226,0.00019129479,0.0000012461439,0.000005458732,0.000029379235],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99945444,0.0000018381495,0.00009378372,0.00011831906,0.000117790885,0.00021380078],"domain_scores_gemma":[0.9997199,0.0000051187567,0.0000070842643,0.00022625204,0.000022355758,0.00001927546],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000100660305,0.00004531612,0.00004906502,0.0002047961,0.00032834391,0.000019387644,0.00045691736,0.0000132358355,0.000004021849],"category_scores_gemma":[0.0000019369845,0.000032787753,0.000013187548,0.0007881615,0.0002452585,0.00021911055,0.00011167707,0.00010127695,0.0000088079405],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000022291965,0.000013166568,0.000011507599,0.000003501284,0.0000021210988,7.7415274e-7,0.0013745418,0.6980047,0.2315059,0.014784008,0.000017371449,0.05428016],"study_design_scores_gemma":[0.00013962391,0.00008874958,0.000009214329,0.000004481824,0.0000050926014,0.00004180101,0.0039300364,0.146502,0.6370344,0.16066298,0.051358305,0.00022328467],"about_ca_topic_score_codex":8.7141376e-7,"about_ca_topic_score_gemma":6.629399e-7,"teacher_disagreement_score":0.7835945,"about_ca_system_score_codex":0.000044636337,"about_ca_system_score_gemma":0.000009003472,"threshold_uncertainty_score":0.25253892},"labels":[],"label_agreement":null},{"id":"W4220971746","doi":"10.2166/wst.2022.093","title":"Energy and reliability analysis of wastewater treatment plants in small communities in Ontario","year":2022,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Reuse","field":"Environmental Science","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"Mitacs","keywords":"Rotating biological contactor; Environmental science; Performance indicator; Wastewater; Environmental engineering; Energy consumption; Sewage treatment; Pollutant; Benchmarking; Population; Activated sludge; Reliability (semiconductor); Engineering; Aeration; Waste management; Ecology; Biology; Business","score_opus":0.013206980947750954,"score_gpt":0.19729879652433827,"score_spread":0.18409181557658733,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220971746","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990336,0.000014144569,0.0000024474944,0.0003624437,0.00003601857,0.00010015304,0.000005193755,0.000020122072,0.0004259339],"genre_scores_gemma":[0.9989336,0.000013745662,0.00026196806,0.000016931635,5.4318036e-7,0.00007286445,0.000013831238,0.0000036496415,0.0006828598],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99878883,0.00006486912,0.00025160259,0.00033667719,0.00016137213,0.00039664705],"domain_scores_gemma":[0.9994002,0.000015241117,0.000039432314,0.00050676084,0.0000032725975,0.00003508499],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038951656,0.00012641792,0.00027622306,0.0012130615,0.00017052396,0.000012568533,0.0005198569,0.000049648228,0.00049502676],"category_scores_gemma":[0.0000018007581,0.000082027116,0.000033625223,0.0012402413,0.0011623508,0.00012024103,0.0011261436,0.000108950895,0.0000027542185],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023741262,0.00026220808,0.96205455,7.334277e-7,0.000012468682,0.000021176864,0.0091396,0.0073162536,0.02057141,0.000037598773,0.0000010252693,0.00055922783],"study_design_scores_gemma":[0.002084861,0.0016337028,0.41425377,0.0000128600295,0.00014892464,0.000041749972,0.011123195,0.004581375,0.55499554,0.0042425585,0.0063131303,0.00056833425],"about_ca_topic_score_codex":0.2489047,"about_ca_topic_score_gemma":0.63063586,"teacher_disagreement_score":0.5478008,"about_ca_system_score_codex":0.0009979849,"about_ca_system_score_gemma":0.000024563069,"threshold_uncertainty_score":0.7560969},"labels":[],"label_agreement":null},{"id":"W4224279048","doi":"10.2166/wst.2022.131","title":"Mainstream short-cut N removal modelling: current status and perspectives","year":2022,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; CentrEau - Quebec Water Management Research Centre","funders":"","keywords":"Mainstream; Current (fluid); Computer science; Environmental science; Engineering; Political science; Electrical engineering","score_opus":0.019997551723465755,"score_gpt":0.23256814713483154,"score_spread":0.21257059541136578,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4224279048","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99677217,0.00040938426,0.00031058583,0.0007509636,0.00016519413,0.00020556402,0.0000063333673,0.00019666238,0.0011831679],"genre_scores_gemma":[0.99537617,0.000080366204,0.004099075,0.000017918896,0.000012990811,0.00004628253,0.0000044125395,0.0000118331545,0.00035096874],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99772954,0.000027410886,0.00016012607,0.0007623672,0.0004937793,0.0008268008],"domain_scores_gemma":[0.99944586,0.000004737846,0.00002627151,0.00038070063,0.0000113771375,0.00013106535],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030718106,0.00018098789,0.00015276155,0.00039036298,0.0009480732,0.00005531095,0.0005838153,0.000040698127,0.00041313146],"category_scores_gemma":[0.0000049014957,0.00013340205,0.0000374076,0.0008854775,0.001938886,0.00028528794,0.0017266492,0.00025601796,0.00007863018],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017568757,0.0015185719,0.16215625,0.000014834592,0.00005113936,0.000559999,0.027399616,0.022905048,0.6296913,0.013397233,0.00035520774,0.14177509],"study_design_scores_gemma":[0.0017425835,0.0017384434,0.0021794913,0.000013920249,0.0001048193,0.001984649,0.019960875,0.045301538,0.7241206,0.055431124,0.1456791,0.0017428624],"about_ca_topic_score_codex":0.00007976445,"about_ca_topic_score_gemma":0.000013273089,"teacher_disagreement_score":0.15997675,"about_ca_system_score_codex":0.00047777974,"about_ca_system_score_gemma":0.000029322491,"threshold_uncertainty_score":0.7291909},"labels":[],"label_agreement":null},{"id":"W4225413438","doi":"10.2166/wst.2022.115","title":"Hybrid modelling of water resource recovery facilities: status and opportunities","year":2022,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Reservoir Engineering and Simulation Methods","field":"Engineering","cited_by":65,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Japan Society for the Promotion of Science; Vlaamse regering; Fonds Wetenschappelijk Onderzoek","keywords":"Computer science; Leverage (statistics); Resource (disambiguation); Interpretability; Risk analysis (engineering); Process (computing); Systems engineering; Management science; Engineering; Business; Artificial intelligence","score_opus":0.0385104550915231,"score_gpt":0.23122733894803657,"score_spread":0.19271688385651348,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4225413438","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9103685,0.00020332112,0.08807952,0.00013353996,0.00013279279,0.000058053203,0.0000147186365,0.0003117419,0.0006978138],"genre_scores_gemma":[0.9954255,0.0000678317,0.0038221763,0.000009961711,0.000005983845,0.000021910453,0.000005627305,0.000012834797,0.0006281565],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99893934,0.000019895671,0.0002059045,0.00019035049,0.00020951526,0.00043497956],"domain_scores_gemma":[0.9996044,0.000018631097,0.000011115026,0.0002834116,0.000031691732,0.00005077625],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006141036,0.000099085904,0.0001562496,0.0007954419,0.0001861482,0.000024787852,0.0002904585,0.000033164542,0.00006324149],"category_scores_gemma":[0.000011304396,0.000075550444,0.000020607311,0.00017716107,0.00032396402,0.00016872438,0.00028411104,0.00019092132,0.0000017300677],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003362039,0.0000029428318,0.000036290203,0.00002653529,0.0000036178405,0.0000037916423,0.0010473873,0.9778382,0.018988324,0.00028565963,0.000012518867,0.0017513382],"study_design_scores_gemma":[0.000121090445,0.00006941947,0.0000017287035,0.0000046762048,0.0000027612527,0.000019140669,0.0011733777,0.66753393,0.26830032,0.003966102,0.05866733,0.00014009749],"about_ca_topic_score_codex":0.0000129536,"about_ca_topic_score_gemma":1.5283537e-7,"teacher_disagreement_score":0.31030428,"about_ca_system_score_codex":0.00006466995,"about_ca_system_score_gemma":0.000015876061,"threshold_uncertainty_score":0.30808577},"labels":[],"label_agreement":null},{"id":"W4253767601","doi":"10.2166/wst.2009.220","title":"Wastewater treatment models in teaching and training: the mismatch between education and requirements for jobs","year":2009,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water-Energy-Food Nexus Studies","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; University of British Columbia","funders":"","keywords":"Economic shortage; Variety (cybernetics); Quality (philosophy); Process (computing); Order (exchange); Training (meteorology); Quality assurance; Engineering management; Vocational education; Professional development; Computer science; Engineering; Knowledge management; Business; Operations management; Pedagogy; Psychology; Artificial intelligence","score_opus":0.03916752549284346,"score_gpt":0.2775005210524865,"score_spread":0.23833299555964305,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4253767601","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9829211,0.000055537068,0.00021781698,0.013202678,0.000049169237,0.0002826694,0.000001941357,0.000045648143,0.003223445],"genre_scores_gemma":[0.99687237,0.0000064347596,0.0024979152,0.00016364257,0.000016238973,0.000087378474,0.0000014116913,0.000005665836,0.00034895766],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99869484,0.00002485189,0.00017815508,0.0004656043,0.00014961527,0.0004869609],"domain_scores_gemma":[0.99965066,0.000017280634,0.00003343909,0.0002447524,0.000006357135,0.00004748717],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050459744,0.00014422715,0.00015757394,0.00019354389,0.000543385,0.000046926267,0.00032438632,0.000066011635,0.000002647002],"category_scores_gemma":[0.000016122192,0.00007850894,0.000013876373,0.00020800486,0.0008043943,0.00040342752,0.00023619542,0.00008566956,0.0000029068126],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019859253,0.00025354247,0.023637269,0.000006734379,0.000014624881,0.0000031735165,0.043980706,0.00022880889,0.2844919,0.017731743,0.00012027481,0.62951136],"study_design_scores_gemma":[0.0006959848,0.00095432077,0.013191936,0.000028270902,0.000027219156,0.000032288473,0.005289966,0.0018785791,0.19104885,0.7834796,0.0030394404,0.0003335798],"about_ca_topic_score_codex":0.00017785716,"about_ca_topic_score_gemma":0.00010040046,"teacher_disagreement_score":0.76574785,"about_ca_system_score_codex":0.00018248103,"about_ca_system_score_gemma":0.000014854972,"threshold_uncertainty_score":0.41793332},"labels":[],"label_agreement":null},{"id":"W4288435609","doi":"10.2166/wst.2022.226","title":"Management of greywater: environmental impact, treatment, resource recovery, water recycling, and decentralization","year":2022,"lang":"en","type":"review","venue":"Water Science & Technology","topic":"Wastewater Treatment and Reuse","field":"Environmental Science","cited_by":54,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Institut National de la Recherche Scientifique","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Greywater; Decentralization; Environmental science; Business; Resource recovery; Water resource management; Resource (disambiguation); Natural resource economics; Environmental planning; Environmental engineering; Economics; Computer science; Wastewater","score_opus":0.017027102299928733,"score_gpt":0.2638355221982862,"score_spread":0.24680841989835747,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4288435609","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.26387954,0.728428,0.000036313653,0.00025315315,0.00055710255,0.0035431243,0.00012981566,0.00036768542,0.002805279],"genre_scores_gemma":[0.00958445,0.9868854,0.00038150346,0.00000698805,0.000013341566,0.00020355123,0.00025006343,0.00005400103,0.0026206598],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9966251,0.00009402753,0.00062500994,0.0011702044,0.00048763206,0.0009979877],"domain_scores_gemma":[0.9986999,0.000012709178,0.00019936792,0.00094290666,0.000002362502,0.00014273103],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0003450764,0.00059209025,0.0009184478,0.0007499329,0.00047662298,0.00006670595,0.0010704568,0.00026005149,0.0022929588],"category_scores_gemma":[0.000002362063,0.00030163585,0.00024877317,0.0006452938,0.0016853688,0.00031174673,0.002234117,0.00019459496,0.00027930475],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020273817,0.00035026573,0.002093451,0.00039543255,0.00019088462,0.0001551525,0.0006708656,0.000065841465,0.0016269437,0.000015791371,0.00005180188,0.9943633],"study_design_scores_gemma":[0.000377644,0.0006550173,0.000017438995,0.00025930608,0.0004758629,0.00019047821,0.0001443545,0.00000646212,0.015443748,0.00019580252,0.9817805,0.00045336093],"about_ca_topic_score_codex":0.00007196161,"about_ca_topic_score_gemma":0.000007090466,"teacher_disagreement_score":0.99390996,"about_ca_system_score_codex":0.0014487671,"about_ca_system_score_gemma":0.000016593034,"threshold_uncertainty_score":0.99994355},"labels":[],"label_agreement":null},{"id":"W4289260817","doi":"10.2166/wst.2022.235","title":"Evaluation of using a porous medium approach to simulate flat-sheet membrane bioreactors","year":2022,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Systems, Applications & Products in Data Processing (Canada); University of Toronto","funders":"","keywords":"Porosity; Calibration; Porous medium; Turbulence; Flow (mathematics); Mechanics; Materials science; Computational fluid dynamics; Composite material; Physics","score_opus":0.03847752179419503,"score_gpt":0.2848437939343308,"score_spread":0.24636627214013576,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4289260817","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99297816,0.000014537635,0.00089894066,0.000754981,0.00021729244,0.0006664102,0.000005173171,0.0003118833,0.0041526183],"genre_scores_gemma":[0.99489415,0.0000011553325,0.004837816,0.00007720584,0.0000060432585,0.00010889632,0.000004193989,0.000013766228,0.000056761462],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.996126,0.00009619193,0.0003796358,0.0007507527,0.002044133,0.0006032613],"domain_scores_gemma":[0.99884444,0.000012424155,0.00013411412,0.0008514646,0.0000841844,0.000073349984],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0037994734,0.00017793073,0.00024080863,0.0011224792,0.0004998075,0.00002538455,0.0016933521,0.00011211725,0.0008069027],"category_scores_gemma":[0.00027473824,0.0001427681,0.000036027366,0.0037029001,0.0015489241,0.00034847824,0.00216203,0.00024584713,0.00008252685],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000776601,0.00004665253,0.001101679,0.0000025288853,0.0000034497925,0.0000014090552,0.00070116244,0.14200243,0.8530926,0.0001784436,0.00002154943,0.0028403155],"study_design_scores_gemma":[0.00025617023,0.00017282224,0.00022880302,0.000002175356,0.00003044203,0.00004272035,0.0009274082,0.07980351,0.91498864,0.002725036,0.00062013394,0.0002021655],"about_ca_topic_score_codex":0.00016054482,"about_ca_topic_score_gemma":0.000015223848,"teacher_disagreement_score":0.062198915,"about_ca_system_score_codex":0.00077275245,"about_ca_system_score_gemma":0.0001094643,"threshold_uncertainty_score":0.8835019},"labels":[],"label_agreement":null},{"id":"W4293367483","doi":"10.2166/wst.2022.271","title":"Estimation of nitrous oxide emissions from rice paddy fields using the DNDC model: a case study of South Korea","year":2022,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Agriculture, Soil, Plant Science","field":"Agricultural and Biological Sciences","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Environmental science; Paddy field; Greenhouse gas; Nitrous oxide; Drainage; Denitrification; Growing season; Fertilizer; Agronomy; Nitrogen; Environmental engineering; Chemistry; Ecology; Biology","score_opus":0.026817786677655858,"score_gpt":0.23957558209500812,"score_spread":0.21275779541735226,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4293367483","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99833924,0.000016795,0.0006305121,0.0004768718,0.00006558187,0.00031316897,0.000055650886,0.000073665375,0.00002853037],"genre_scores_gemma":[0.9990293,6.824528e-7,0.0008585178,0.00004528697,0.000009563247,0.000026988651,0.0000060916627,7.1479195e-7,0.0000228704],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99827105,0.000069710135,0.0003122941,0.0004457444,0.0005410622,0.00036012675],"domain_scores_gemma":[0.9993721,0.00007404859,0.00019170814,0.00021400617,0.00009484086,0.00005327053],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005689714,0.00012747856,0.00019617577,0.00009331206,0.0011559398,0.000030099935,0.0013131725,0.00007746494,0.000008696326],"category_scores_gemma":[0.000075695214,0.0000386537,0.000040950148,0.002053813,0.00060777256,0.00018837795,0.00094314525,0.0002603135,0.0000013347623],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019418987,0.00048366215,0.016949683,0.0000029535965,0.00001031091,0.0001438898,0.01272822,0.10505261,0.85968345,0.000187045,0.000031839052,0.004706881],"study_design_scores_gemma":[0.00045722394,0.0015350268,0.0054564197,0.000023796258,0.0001133992,0.001757878,0.14179137,0.5095149,0.32826373,0.010437495,0.000042997046,0.0006057358],"about_ca_topic_score_codex":0.0050771195,"about_ca_topic_score_gemma":0.00058603345,"teacher_disagreement_score":0.53141975,"about_ca_system_score_codex":0.000048037997,"about_ca_system_score_gemma":0.00003219157,"threshold_uncertainty_score":0.8890671},"labels":[],"label_agreement":null},{"id":"W4294052645","doi":"10.2166/wst.2022.278","title":"Wastewater-based epidemiology (WBE) for SARS-CoV-2 – A review focussing on the significance of the sewer network using a Dublin city catchment case study","year":2022,"lang":"en","type":"review","venue":"Water Science & Technology","topic":"SARS-CoV-2 detection and testing","field":"Medicine","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Trinity College","funders":"Science Foundation Ireland","keywords":"Context (archaeology); Outbreak; Wastewater; Population; Pandemic; Public health; Environmental health; Environmental science; Coronavirus disease 2019 (COVID-19); Environmental engineering; Geography; Medicine; Virology; Infectious disease (medical specialty)","score_opus":0.29721182194737233,"score_gpt":0.4341662416348713,"score_spread":0.13695441968749894,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4294052645","genre_codex":"review","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15426734,0.8230211,0.0011059025,0.0037929877,0.0016743218,0.015717752,0.000021753498,0.00033592465,0.000062904226],"genre_scores_gemma":[0.5750978,0.37224293,0.010050893,0.026159046,0.0009514722,0.014837703,0.00002482946,0.00048796256,0.00014738608],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99486846,0.0008859135,0.001512114,0.0012035242,0.000470263,0.0010597007],"domain_scores_gemma":[0.9956684,0.0010448083,0.0010489991,0.001986923,0.00020781941,0.000043034102],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.008399559,0.0005503233,0.0023580296,0.0006944404,0.0012498543,0.00002722415,0.001312978,0.0002835463,0.000017602953],"category_scores_gemma":[0.0027888974,0.00024828044,0.00056223787,0.0036978365,0.0015394809,0.0000565702,0.0007102552,0.0011995017,0.0000048777165],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014866838,0.002011086,0.0015937209,0.038052667,0.000618319,0.0016887636,0.0011162024,0.00018422493,0.02841969,0.00052076695,0.00088522414,0.92476064],"study_design_scores_gemma":[0.0010682141,0.0021696147,0.0000014437389,0.029501703,0.0022941304,0.0085748,0.0005544969,0.0013638553,0.08717699,0.00048502078,0.86596906,0.0008406872],"about_ca_topic_score_codex":0.00025358621,"about_ca_topic_score_gemma":0.00005038798,"teacher_disagreement_score":0.92392,"about_ca_system_score_codex":0.0006484538,"about_ca_system_score_gemma":0.0008984823,"threshold_uncertainty_score":0.99999696},"labels":[],"label_agreement":null},{"id":"W4308784995","doi":"10.2166/wst.2022.368","title":"Differential impact of acidic and alkaline conditions on hydrothermal pretreatment, fermentation and anaerobic digestion of sludge","year":2022,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Anaerobic Digestion and Biogas Production","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Anaerobic digestion; Hydrothermal circulation; Chemistry; Fermentation; Pulp and paper industry; Anaerobic exercise; Digestion (alchemy); Environmental chemistry; Waste management; Environmental science; Methane; Chromatography; Biochemistry; Chemical engineering; Biology; Engineering; Organic chemistry","score_opus":0.0071243363310015805,"score_gpt":0.238487855268584,"score_spread":0.23136351893758242,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4308784995","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99927235,0.000019093422,0.00017064196,0.00014586742,0.000101677295,0.00013713694,0.000017849454,0.00008286556,0.00005253899],"genre_scores_gemma":[0.9998593,0.000019989619,0.000039248458,0.0000032794496,0.0000049052387,0.00002112407,0.000024407938,0.0000050444874,0.000022726425],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99948275,0.000010504759,0.00012016879,0.00015389707,0.000107205706,0.00012546602],"domain_scores_gemma":[0.9998093,0.0000025046722,0.00003188271,0.00011160815,0.000021195423,0.000023476903],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000059300208,0.00007368352,0.00009612219,0.0004966924,0.00012341971,0.000006897385,0.00007695112,0.000032135737,0.00008046739],"category_scores_gemma":[0.000004814959,0.000055911954,0.000017094108,0.00034722092,0.0005378211,0.0001124436,0.000046249246,0.0000707441,0.0000010349767],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011555827,0.000048038135,0.003421158,0.0000042316433,0.000010483215,5.6945134e-7,0.00021445271,0.0057654195,0.98531437,0.004422042,0.0000070141195,0.0007806776],"study_design_scores_gemma":[0.00046019736,0.0010839978,0.04946173,0.000009063247,0.000020550346,0.000037672013,0.0002466202,0.0023447203,0.9451222,0.0010894453,0.000025444442,0.00009836952],"about_ca_topic_score_codex":0.000023891704,"about_ca_topic_score_gemma":0.0000018359741,"teacher_disagreement_score":0.046040572,"about_ca_system_score_codex":0.000074923075,"about_ca_system_score_gemma":0.000011003929,"threshold_uncertainty_score":0.22800232},"labels":[],"label_agreement":null},{"id":"W4319593495","doi":"10.2166/wst.2023.037","title":"Photocatalytic treatment of organoselenium in synthetic mine-impacted effluents","year":2023,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Selenium in Biological Systems","field":"Nursing","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; D2L (Canada)","funders":"","keywords":"Selenium; Photocatalysis; Daphnia magna; Bioaccumulation; Environmental chemistry; Selenate; Chemistry; Hazardous waste; Toxicity; Catalysis; Biology; Organic chemistry; Ecology","score_opus":0.020725611007891012,"score_gpt":0.2812526774702678,"score_spread":0.2605270664623768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4319593495","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970055,0.00003881193,0.000007155777,0.001167521,0.0005869137,0.00053869246,0.0000037872064,0.00046498416,0.00018663684],"genre_scores_gemma":[0.9996838,0.000007072849,0.00008797378,0.000019225352,0.00001602135,0.000075626675,0.000005524129,0.000013651785,0.00009109666],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.997899,0.000039274863,0.00039325602,0.00056204683,0.00026054843,0.00084588263],"domain_scores_gemma":[0.9991337,0.00005188886,0.00007404759,0.0006013671,0.00007112218,0.000067869034],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003578482,0.00018516832,0.00036460478,0.001563918,0.00009331608,0.000020331061,0.00073679467,0.00023497085,0.000031466712],"category_scores_gemma":[0.00018340208,0.00011261489,0.000045984973,0.004276811,0.0011491816,0.00009888119,0.00011090637,0.00009483076,0.0005008365],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003247901,0.00009767243,0.037015963,0.000011019028,0.00000318212,0.0000097438515,0.0005653874,0.000024124596,0.9609242,0.000023096149,0.000009246851,0.0012838895],"study_design_scores_gemma":[0.00047319595,0.00059468515,0.0071342657,0.000032118296,0.00000818651,0.000026331294,0.00025876795,0.00043506932,0.98971856,0.00072592805,0.00045328186,0.00013962717],"about_ca_topic_score_codex":0.00021155667,"about_ca_topic_score_gemma":0.000023068906,"teacher_disagreement_score":0.029881697,"about_ca_system_score_codex":0.00037395462,"about_ca_system_score_gemma":0.000027807722,"threshold_uncertainty_score":0.6437408},"labels":[],"label_agreement":null},{"id":"W4321371812","doi":"10.2166/wst.2023.051","title":"Toxicity of sediments in eight urban stormwater management ponds: bioassessment by oligochaete community metrics used in the sediment quality triad","year":2023,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Environment and Climate Change Canada","funders":"","keywords":"Sediment; Stormwater; Environmental science; Water quality; Pollution; Surface runoff; Biota; Environmental toxicology; Hydrology (agriculture); Ecology; Environmental engineering; Biology; Engineering; Toxicity","score_opus":0.03209288912814044,"score_gpt":0.29393833513276996,"score_spread":0.2618454460046295,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4321371812","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9929825,0.000015485664,0.00046022437,0.0030798807,0.00020422564,0.0009568896,0.000021204702,0.00014463862,0.0021349357],"genre_scores_gemma":[0.9985202,0.000018581077,0.0004290998,0.00028959752,0.0000049809382,0.00021331268,0.000022748347,0.000013068202,0.0004884173],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99586415,0.00040768937,0.000754757,0.00063866284,0.001244052,0.0010906582],"domain_scores_gemma":[0.99833304,0.00006938723,0.00015666183,0.0013550215,0.000013845339,0.00007205159],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0068410845,0.00027314536,0.0003544031,0.0019900214,0.00041630748,0.00005703677,0.002843655,0.00013903002,0.00010525771],"category_scores_gemma":[0.000039703475,0.0001820894,0.00006429551,0.008041546,0.0017515945,0.0005082731,0.0027050162,0.0004990279,0.00023751816],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000060811013,0.0024430444,0.5938396,0.00007278572,0.000059363145,0.000061530576,0.01768181,0.0006057372,0.36965677,0.0030152863,0.010021628,0.0024816282],"study_design_scores_gemma":[0.004756738,0.000865034,0.3248633,0.00007306091,0.000081773396,0.0000070433603,0.015746783,0.0019597653,0.6120309,0.009086886,0.029217353,0.0013113396],"about_ca_topic_score_codex":0.0012609841,"about_ca_topic_score_gemma":0.0005584586,"teacher_disagreement_score":0.26897627,"about_ca_system_score_codex":0.0010846695,"about_ca_system_score_gemma":0.000015021537,"threshold_uncertainty_score":0.742539},"labels":[],"label_agreement":null},{"id":"W4385257165","doi":"10.2166/wst.2023.233","title":"Analysis of sampling strategies for pulse loads of SARS-CoV-2: implications for wastewater-based epidemiology","year":2023,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"SARS-CoV-2 detection and testing","field":"Medicine","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University; McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Ministry of Environment","keywords":"Sampling (signal processing); Wastewater; Sample (material); Population; Work flow; Weighting; Environmental science; Statistics; Environmental engineering; Hydrology (agriculture); Computer science; Environmental health; Mathematics; Engineering; Medicine; Telecommunications; Chemistry","score_opus":0.16932127532061417,"score_gpt":0.41666900312006466,"score_spread":0.2473477277994505,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385257165","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89996964,0.000018305453,0.09610993,0.0029948237,0.00009069707,0.00046347667,0.00003432605,0.00026646053,0.000052341922],"genre_scores_gemma":[0.9847851,0.000001360649,0.014651566,0.00027089735,0.000014652131,0.0002274427,0.000027319145,0.0000125288,0.000009154149],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998243,0.000017720156,0.0006062561,0.00047699673,0.00009609302,0.00055994804],"domain_scores_gemma":[0.9983481,0.0003822222,0.00020273063,0.0005784031,0.00046268303,0.000025829862],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013653296,0.00013211086,0.000612792,0.0034177406,0.00017707118,0.000009405928,0.00036955875,0.00017837729,0.000002435063],"category_scores_gemma":[0.0012898631,0.000097147305,0.00020123237,0.0044569364,0.0010776286,0.000095363466,0.000088882356,0.000098618104,0.0000037057916],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000034105076,0.000037421883,0.013363011,0.00006342953,0.000068026806,3.037306e-7,0.00010874999,0.00037263133,0.9805213,0.002968507,0.000009381854,0.002453136],"study_design_scores_gemma":[0.00047028268,0.00040665796,0.0022823033,0.000022746202,0.0002810841,0.000008004601,0.0003239905,0.02172616,0.9616013,0.012384788,0.00040071615,0.00009193781],"about_ca_topic_score_codex":0.000057022815,"about_ca_topic_score_gemma":0.00003918541,"teacher_disagreement_score":0.084815435,"about_ca_system_score_codex":0.000050758023,"about_ca_system_score_gemma":0.0001845251,"threshold_uncertainty_score":0.39705673},"labels":[],"label_agreement":null},{"id":"W4386160867","doi":"10.2166/wst.2023.271","title":"Assessing the equivalence of WRRF regulations using dynamic model simulations","year":2023,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Innovation Policy and R&D","field":"Economics, Econometrics and Finance","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Environmental Defense Fund; District of Columbia Water and Sewer Authority; Water Research Foundation","keywords":"Equivalence (formal languages); Environmental science; Engineering; Computer science; Mathematics; Discrete mathematics","score_opus":0.10951173435909303,"score_gpt":0.34775194762263606,"score_spread":0.23824021326354303,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386160867","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9179094,0.000019197156,0.07615199,0.0042376625,0.00014408557,0.00008632352,0.000019762845,0.000104651794,0.0013269645],"genre_scores_gemma":[0.9971209,0.0000039223655,0.0024402938,0.00007691664,0.000008632806,0.000004979337,0.0000035475332,0.0000068058416,0.00033400115],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989909,0.000004079366,0.00037891243,0.00025075275,0.00005204431,0.0003233252],"domain_scores_gemma":[0.9993147,0.000018705496,0.00014961825,0.00041562683,0.00008692464,0.000014371781],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006960965,0.000065742526,0.00012555732,0.0014596677,0.0005688152,0.00006458837,0.0005105523,0.00007960766,0.000020812358],"category_scores_gemma":[0.00012190671,0.00004977443,0.00002703489,0.0036182955,0.00092008564,0.0005350965,0.00021057886,0.0001055095,0.00006711822],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[3.2817633e-7,0.000011486299,0.0032840613,0.000005273378,0.0000030249919,3.0075594e-7,0.00057421485,0.23168851,0.059204325,0.70493615,0.000009108315,0.0002832441],"study_design_scores_gemma":[0.000039150073,0.000004587759,0.0012991395,0.0000047251447,0.0000011818221,0.0000018673405,0.000092768365,0.70054686,0.006053688,0.29177728,0.00012353838,0.00005517978],"about_ca_topic_score_codex":0.000024783425,"about_ca_topic_score_gemma":0.0000036516046,"teacher_disagreement_score":0.46885836,"about_ca_system_score_codex":0.00007062432,"about_ca_system_score_gemma":0.000051476076,"threshold_uncertainty_score":0.43749243},"labels":[],"label_agreement":null},{"id":"W4386223480","doi":"10.2166/wst.2023.274","title":"Quantitative microbial risk assessment associated with the use of container-based toilets in Haiti","year":2023,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Child Nutrition and Water Access","field":"Nursing","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Ascaris lumbricoides; Giardia; Environmental health; Toilet; Salmonella; Hygiene; Cryptosporidium; Fecal coliform; Feces; Biology; Risk analysis (engineering); Business; Environmental science; Environmental engineering; Microbiology; Medicine; Ecology; Water quality; Helminths","score_opus":0.03572266059921237,"score_gpt":0.3012944046255872,"score_spread":0.26557174402637485,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386223480","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9726194,0.0000037104667,0.00041685233,0.026182208,0.00017011765,0.00032242402,0.000028484774,0.0002145192,0.000042242555],"genre_scores_gemma":[0.9989617,0.0000014510985,0.00055017305,0.00038343488,0.000005731809,0.00003056509,0.000017309883,0.000010501722,0.000039116287],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99861765,0.00010420326,0.00022337298,0.00033584368,0.00025729046,0.00046166437],"domain_scores_gemma":[0.99923813,0.00013980624,0.00011041709,0.00029933627,0.00018548126,0.0000268032],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064954016,0.00011954313,0.00020340626,0.0010750074,0.00024726804,0.00008924092,0.0005234138,0.00009435044,0.000008079515],"category_scores_gemma":[0.00018368482,0.00006724303,0.000031552026,0.0026610293,0.0014721418,0.00027987393,0.00012583575,0.0002771371,0.000011593483],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006249117,0.0007508589,0.43687275,0.000032377906,0.00003789135,0.00009994217,0.0037582926,0.0051326356,0.54469085,0.0019591835,0.004464917,0.0015753934],"study_design_scores_gemma":[0.0028378763,0.0010631902,0.11241464,0.00016112527,0.000028042803,0.00000661922,0.0006084164,0.012114571,0.8663551,0.0014472818,0.0026775398,0.00028557776],"about_ca_topic_score_codex":0.00024173192,"about_ca_topic_score_gemma":0.0009553332,"teacher_disagreement_score":0.32445812,"about_ca_system_score_codex":0.0001403799,"about_ca_system_score_gemma":0.000048662983,"threshold_uncertainty_score":0.54241675},"labels":[],"label_agreement":null},{"id":"W4387302774","doi":"10.2166/wst.2023.314","title":"Modeling of transport phenomena in a hybrid forward osmosis-directional freeze crystallization process for clean water recovery from hydrometallurgical effluents","year":2023,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Freezing and Crystallization Processes","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada; Fonds de recherche du Québec – Nature et technologies; CMC Microsystems","keywords":"Forward osmosis; Effluent; Desalination; Reverse osmosis; Crystallization; Flux (metallurgy); Aqueous solution; Chemistry; Osmotic power; Osmosis; Environmental engineering; Environmental science; Process engineering; Chemical engineering; Materials science; Membrane; Engineering","score_opus":0.012796731655188888,"score_gpt":0.22510351213078414,"score_spread":0.21230678047559526,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387302774","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.75478005,0.000025393103,0.24406298,0.00008660529,0.00015711947,0.00018380799,0.000022669252,0.00056434114,0.000117041825],"genre_scores_gemma":[0.9988574,0.000035223835,0.00071904133,0.000012018241,0.00002649885,0.00014340396,0.00012959666,0.000030315285,0.00004649668],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99839205,0.0000054944526,0.00040815413,0.00040392677,0.00028647148,0.00050393096],"domain_scores_gemma":[0.99958223,0.000011685778,0.000022580458,0.00019876711,0.00013819104,0.000046551082],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033232215,0.00015946428,0.00024531514,0.0011581475,0.00010841792,0.000024129835,0.0004377306,0.00011279061,0.000029190987],"category_scores_gemma":[0.000030389521,0.00012362168,0.000047841095,0.0012951909,0.00019703901,0.00042820314,0.000037736787,0.00011306246,0.000011259602],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015317466,0.00002303035,0.000379625,0.00008677376,0.000011651807,0.000002284358,0.00037327892,0.80817145,0.19029081,0.000043935448,0.0000027275012,0.0005990944],"study_design_scores_gemma":[0.00030060596,0.00004366845,0.000023187382,0.000041591324,0.000009378907,0.0000023539071,0.00014908359,0.56865007,0.41461557,0.015847456,0.00017208005,0.0001449675],"about_ca_topic_score_codex":0.000024484134,"about_ca_topic_score_gemma":0.00003219092,"teacher_disagreement_score":0.24407735,"about_ca_system_score_codex":0.00007844548,"about_ca_system_score_gemma":0.000034191435,"threshold_uncertainty_score":0.50411457},"labels":[],"label_agreement":null},{"id":"W4387334251","doi":"10.2166/wst.2023.320","title":"Thermal properties of treatment wetlands operated under freezing conditions","year":2023,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Constructed Wetlands for Wastewater Treatment","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Lehigh Hanson (Canada); Université de Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; Institut National de Recherche pour l'Agriculture, l'Alimentation et l'Environnement; Institut National de Recherche en Sciences et Technologies pour l'Environnement et l'Agriculture; Ministère de l'Agriculture, des Pêcheries et de l'Alimentation","keywords":"Clogging; Environmental science; Wetland; Snow; Aeration; Vegetation (pathology); Hydrology (agriculture); Snowmelt; Environmental engineering; Atmospheric sciences; Geotechnical engineering; Meteorology; Geology; Ecology","score_opus":0.01652791417314519,"score_gpt":0.2272672551668672,"score_spread":0.210739340993722,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387334251","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969827,0.000008286032,0.000018870594,0.0009997673,0.000117023,0.0002508192,0.000009515708,0.0003655617,0.0012474738],"genre_scores_gemma":[0.99909186,0.000007302507,0.00015205609,0.000024832929,0.0000065426866,0.00008589626,0.000010896199,0.000011700869,0.000608918],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998484,0.000017395827,0.00023163804,0.00044100365,0.00023989203,0.00058603485],"domain_scores_gemma":[0.99939716,0.0000052890277,0.000041168638,0.00046466786,0.00002231939,0.00006941508],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015624336,0.00017180695,0.00018800992,0.0005209923,0.00035577625,0.000034563087,0.0005213561,0.00008642842,0.00039442847],"category_scores_gemma":[0.000008831557,0.00009829078,0.000041229865,0.0017566081,0.0023736113,0.00025463707,0.00047722424,0.00006847327,0.0007765596],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000054722113,0.00004310219,0.0425289,0.0000017618687,0.000011555903,0.000008678165,0.000720472,0.0032571962,0.9517953,0.00015666816,0.000011024441,0.0014599005],"study_design_scores_gemma":[0.000456879,0.0002770406,0.0047597294,0.000013748066,0.000016033115,0.000024038753,0.0006413365,0.001341777,0.9913204,0.000556339,0.00044922382,0.00014350227],"about_ca_topic_score_codex":0.00031836625,"about_ca_topic_score_gemma":0.00014044087,"teacher_disagreement_score":0.039525084,"about_ca_system_score_codex":0.0003635245,"about_ca_system_score_gemma":0.00004864891,"threshold_uncertainty_score":0.99813616},"labels":[],"label_agreement":null},{"id":"W4387398728","doi":"10.2166/wst.2023.311","title":"Impact of treatment chemicals on the morphology and molecular structure of microfibers and microplastic films in wastewater","year":2023,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Microplastics and Plastic Pollution","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada; Jarislowsky Foundation","keywords":"Microfiber; Morphology (biology); Wastewater; Microplastics; Materials science; Sewage treatment; Chemical engineering; Chemistry; Waste management; Composite material; Environmental chemistry; Engineering; Geology","score_opus":0.005204341544855322,"score_gpt":0.2150845736046523,"score_spread":0.20988023205979697,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387398728","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99948186,0.000011748656,0.000019891204,0.00024594317,0.000051273604,0.000121867444,0.000027349946,0.000011530049,0.000028554658],"genre_scores_gemma":[0.999749,0.00001962481,0.00019350264,0.000012175942,0.0000018092766,0.0000031892444,0.0000020080424,0.000004328399,0.000014365308],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99915504,0.000014883435,0.00015460314,0.0002764449,0.00008762799,0.00031138814],"domain_scores_gemma":[0.99967873,0.000042557367,0.00004366698,0.00019458248,0.000006077877,0.000034400477],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001162154,0.0001105021,0.00015462819,0.00027897485,0.00005099902,0.0000073635447,0.0001973731,0.00009009856,0.00012695494],"category_scores_gemma":[0.000039634957,0.000055558008,0.000019253344,0.0005886053,0.0018650434,0.00003209953,0.0002419867,0.00007434701,0.000014564072],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012368441,0.000012586574,0.016465029,0.0000024133694,0.0000037541326,0.000004590882,0.00026525225,0.00059502415,0.98230684,0.00007098838,0.000034948418,0.00022617751],"study_design_scores_gemma":[0.00019814388,0.00038660463,0.0127058765,0.000009207805,0.000005777423,0.000035537916,0.000049157716,0.0006802319,0.98480624,0.0010317034,0.000028097824,0.00006342012],"about_ca_topic_score_codex":0.00016743923,"about_ca_topic_score_gemma":0.000012873336,"teacher_disagreement_score":0.0037591523,"about_ca_system_score_codex":0.00007795958,"about_ca_system_score_gemma":0.000015263557,"threshold_uncertainty_score":0.687183},"labels":[],"label_agreement":null},{"id":"W4389136275","doi":"10.2166/wst.2023.386","title":"Inflow and infiltration assessment of a prototype sanitary sewer network in a coastal city in China","year":2023,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Key Research and Development Program of Zhejiang Province","keywords":"Inflow; Infiltration (HVAC); Environmental science; Typhoon; Hydrology (agriculture); Groundwater; China; Combined sewer; Stormwater; Surface runoff; Geography; Geology; Geotechnical engineering; Meteorology; Ecology","score_opus":0.00903734743678617,"score_gpt":0.24355565794544112,"score_spread":0.23451831050865496,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389136275","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99616045,0.0000027734745,0.00040269166,0.00087880914,0.0000578984,0.00054305355,0.0000014025511,0.00008626901,0.0018666335],"genre_scores_gemma":[0.9982579,0.000005384115,0.0015079251,0.000027046079,0.000004615846,0.000120719895,0.0000034800253,0.0000042550564,0.000068724155],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9987426,0.000022932276,0.00021686273,0.00033511763,0.00023990216,0.0004426038],"domain_scores_gemma":[0.99968207,0.000005989607,0.00003656207,0.00024051512,0.0000061217434,0.000028718945],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007886371,0.00008782137,0.00012068615,0.00056065776,0.000099160156,0.000016857952,0.00033408124,0.00006573321,0.000070560316],"category_scores_gemma":[0.000020053028,0.00007126088,0.000010091827,0.002869806,0.0010191,0.0004170536,0.0008360594,0.00015805592,0.000027584165],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004123573,0.000035845973,0.97209305,0.0000046987125,9.078864e-7,0.000008837525,0.00043424626,0.003824493,0.022388285,0.00040656453,0.000054635297,0.00074430904],"study_design_scores_gemma":[0.00020254815,0.00012324266,0.98217916,0.000013999054,0.0000018243784,0.000003274172,0.000077848264,0.008942735,0.002416608,0.00550551,0.0004380749,0.000095199146],"about_ca_topic_score_codex":0.0005652395,"about_ca_topic_score_gemma":0.0026961404,"teacher_disagreement_score":0.019971678,"about_ca_system_score_codex":0.00013143507,"about_ca_system_score_gemma":0.000019139981,"threshold_uncertainty_score":0.37549162},"labels":[],"label_agreement":null},{"id":"W4389686185","doi":"10.2166/wst.2023.402","title":"Flow field and sediment removal in a stormwater sump utilizing internal structures","year":2023,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Key Research and Development Program of Zhejiang Province; Natural Science Foundation of Zhejiang Province; National Natural Science Foundation of China","keywords":"Sump (aquarium); Stormwater; Sediment; Environmental science; Environmental engineering; Suspended solids; Geotechnical engineering; Hydrology (agriculture); Geology; Engineering; Waste management; Surface runoff; Wastewater; Geomorphology","score_opus":0.011320161200158553,"score_gpt":0.23369458920699898,"score_spread":0.22237442800684043,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389686185","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9917417,0.000009322169,0.0004618581,0.0035608918,0.00028497254,0.00017914668,0.0000010401259,0.00026628416,0.0034947733],"genre_scores_gemma":[0.99700946,0.0000086134105,0.001873986,0.00022350988,0.000012731053,0.000025318228,0.0000016105793,0.000008551848,0.0008362294],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981682,0.000016138492,0.0001997916,0.00056480453,0.00032734673,0.00072374137],"domain_scores_gemma":[0.999528,0.0000103754655,0.000026099045,0.00036246915,0.000006275857,0.000066790344],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000498765,0.0001415897,0.00012838957,0.0008196315,0.00023584676,0.00006359838,0.0006860574,0.000090660295,0.00047302333],"category_scores_gemma":[0.00003063259,0.000102973376,0.000020192505,0.0012549701,0.0009967298,0.000405051,0.0018397428,0.0002051913,0.00042669757],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000374923,0.000075595126,0.4549247,0.000020628284,0.000015343045,0.00053302746,0.007093889,0.002286504,0.48217845,0.0027801315,0.0041746325,0.045879614],"study_design_scores_gemma":[0.0015799095,0.00055922323,0.17029333,0.000059180267,0.000030008563,0.00034935673,0.002710354,0.053718895,0.60906035,0.052736808,0.107675925,0.0012266589],"about_ca_topic_score_codex":0.000339036,"about_ca_topic_score_gemma":0.000297448,"teacher_disagreement_score":0.28463137,"about_ca_system_score_codex":0.00022230111,"about_ca_system_score_gemma":0.000007444557,"threshold_uncertainty_score":0.54844767},"labels":[],"label_agreement":null},{"id":"W4389883122","doi":"10.2166/wst.2023.409","title":"A comprehensive, open-source data model for wastewater-based epidemiology","year":2023,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"SARS-CoV-2 detection and testing","field":"Medicine","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Ottawa Hospital; University of Ottawa; Université Laval","funders":"Canadian Institutes of Health Research; Ministère de l’Environnement, de la Protection de la nature et des Parcs; Public Health Agency; Public Health Agency of Canada","keywords":"Interoperability; Metadata; Computer science; Context (archaeology); Open data; Data science; Database; Environmental data; Data mining; World Wide Web; Geography","score_opus":0.26619172787930084,"score_gpt":0.4089088350690383,"score_spread":0.14271710718973746,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389883122","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9228784,0.000025347423,0.06259261,0.012024672,0.00025233498,0.00076686585,0.000016243886,0.0012318095,0.00021171589],"genre_scores_gemma":[0.966935,0.0000016679156,0.028456038,0.003924137,0.00003319006,0.000127508,0.000044931945,0.00002689551,0.0004506379],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99763334,0.00002900413,0.0003690262,0.00093822205,0.00015217203,0.00087822514],"domain_scores_gemma":[0.99798816,0.00017542599,0.00007741634,0.0014818263,0.00020278053,0.00007435999],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013986734,0.0001675322,0.00043058096,0.0011937555,0.0003977091,0.000036606787,0.0018041658,0.00018945767,0.0000064809046],"category_scores_gemma":[0.0012501975,0.00011633842,0.000040048126,0.0016535268,0.0011745869,0.000226379,0.0018161653,0.000235897,0.0001782481],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005862146,0.000043065673,0.0015847663,0.00003715997,0.000008041938,0.000014119952,0.00010551066,0.0008798509,0.9892992,0.00030029347,0.0007323139,0.0069370824],"study_design_scores_gemma":[0.00076010503,0.00016409604,0.000030423575,0.000022523223,0.00001274467,0.00007668193,0.000091220965,0.5464524,0.42765215,0.002076795,0.022562684,0.0000981711],"about_ca_topic_score_codex":0.00003942978,"about_ca_topic_score_gemma":0.000009589429,"teacher_disagreement_score":0.561647,"about_ca_system_score_codex":0.000060468516,"about_ca_system_score_gemma":0.00018771559,"threshold_uncertainty_score":0.4744143},"labels":[],"label_agreement":null},{"id":"W4390940212","doi":"10.2166/wst.2024.012","title":"Numerical study on hydraulic characteristics of rotating stepped dropshafts in deep urban tunnels","year":2024,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Science Foundation of Zhejiang Province; Natural Science Foundation of Ningbo","keywords":"Mechanics; Entrainment (biomusicology); Flow (mathematics); Air entrainment; Geology; Momentum (technical analysis); Computer simulation; Geotechnical engineering; Physics; Acoustics","score_opus":0.0066600340795282134,"score_gpt":0.2335285027705899,"score_spread":0.22686846869106167,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390940212","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99601513,0.00005533357,0.0021653792,0.00015146828,0.0004543931,0.00021108646,0.0000015993569,0.000460028,0.000485588],"genre_scores_gemma":[0.9996827,0.0000016930428,0.00020503637,0.0000181894,0.000029292121,0.000028239763,0.0000010375811,0.000018672326,0.000015095403],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986287,0.00001439766,0.0003173309,0.0003420271,0.00023660417,0.0004609448],"domain_scores_gemma":[0.99957716,0.000020911468,0.000014991561,0.00031910258,0.000022732625,0.00004509467],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024987856,0.00015649981,0.0002543929,0.0009896063,0.000054071555,0.000048496113,0.0005078789,0.00010208724,0.000017808894],"category_scores_gemma":[0.000050309238,0.000114167284,0.000025997255,0.0013246286,0.00025443433,0.00012381823,0.00009356065,0.00033205474,0.00004629649],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027873602,0.00031432757,0.07726984,0.00028344305,0.000066341214,0.00085072016,0.035733882,0.033220284,0.6063016,0.002416368,0.00006866535,0.24344665],"study_design_scores_gemma":[0.00053230056,0.000934133,0.05048878,0.0001724952,0.000020762836,0.000057360656,0.0010067006,0.5913958,0.35180452,0.0019978634,0.00097358174,0.0006156934],"about_ca_topic_score_codex":0.000013246719,"about_ca_topic_score_gemma":0.000003960276,"teacher_disagreement_score":0.5581755,"about_ca_system_score_codex":0.00006762224,"about_ca_system_score_gemma":0.000021078862,"threshold_uncertainty_score":0.46556067},"labels":[],"label_agreement":null},{"id":"W4392469437","doi":"10.2166/wst.2024.069","title":"Profiling wastewater characteristics in intra-urban catchments using online monitoring stations","year":2024,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Air Quality Monitoring and Forecasting","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Agència de Gestió d'Ajuts Universitaris i de Recerca; Generalitat de Catalunya; European Commission; Horizon 2020 Framework Programme; Centres de Recerca de Catalunya; Canadian Institute for Advanced Research","keywords":"Environmental science; Wastewater; Pollutant; Profiling (computer programming); Sewage treatment; Chemical oxygen demand; Pollution; Hydrology (agriculture); Evening; Environmental engineering; Water resource management; Computer science; Engineering; Ecology","score_opus":0.030981482083591208,"score_gpt":0.3008929391336308,"score_spread":0.2699114570500396,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392469437","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972648,0.000022916216,0.000901685,0.00040770284,0.00092772365,0.00013673086,0.0000069900952,0.00024435742,0.00008707272],"genre_scores_gemma":[0.98913336,0.000004934776,0.010564247,0.000008920859,0.00010779891,0.000014838427,0.0000051199722,0.000015573369,0.0001451852],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9980978,0.000018970553,0.00034300532,0.0005395568,0.00031668248,0.0006840028],"domain_scores_gemma":[0.99959373,0.000014057382,0.000035423473,0.00027328669,0.00001421355,0.000069281086],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005793502,0.0001505012,0.00014871705,0.00052730605,0.0002773164,0.00012740884,0.00047009593,0.00010055396,0.000031111285],"category_scores_gemma":[0.000051943305,0.00011634294,0.00002158689,0.0013930617,0.0007226889,0.0005166511,0.00048692676,0.00033716747,0.000115619005],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000018422753,0.00003915359,0.3690159,0.000015732056,0.0000020214513,0.000035965884,0.0018755019,0.0005138409,0.61927307,0.000063173546,0.0000023381454,0.009161443],"study_design_scores_gemma":[0.00013723626,0.00008313465,0.012789127,0.00024453408,0.000013026151,0.000049169703,0.0017437618,0.04155949,0.94097185,0.0011263409,0.0008855331,0.00039676315],"about_ca_topic_score_codex":0.00012191405,"about_ca_topic_score_gemma":0.0000054046327,"teacher_disagreement_score":0.35622677,"about_ca_system_score_codex":0.00054988504,"about_ca_system_score_gemma":0.00003375012,"threshold_uncertainty_score":0.47443274},"labels":[],"label_agreement":null},{"id":"W4392499133","doi":"10.2166/wst.2024.072","title":"Particle separator with vortex claw: an efficient and new technology","year":2024,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Particle Dynamics in Fluid Flows","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph; Environment and Climate Change Canada","funders":"Environment and Climate Change Canada","keywords":"Separator (oil production); Settling; Inflow; Mechanics; Vortex; Turbulence; Particle (ecology); Particle size; Environmental science; Marine engineering; Materials science; Aerospace engineering; Physics; Engineering; Geology; Environmental engineering; Chemical engineering; Thermodynamics","score_opus":0.00730269814706704,"score_gpt":0.23136265046066357,"score_spread":0.22405995231359652,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392499133","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9862891,0.00069254957,0.008449245,0.0011400601,0.00028638903,0.00015048431,0.0000018365104,0.0027229255,0.00026742017],"genre_scores_gemma":[0.9960883,0.000013939891,0.0037202253,0.000022458986,0.000021858998,0.000030845677,5.5380605e-7,0.000028565835,0.00007323914],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99837875,0.000005064181,0.00017853279,0.000520896,0.00019065289,0.00072610145],"domain_scores_gemma":[0.9992342,0.0000068584836,0.000007217528,0.0005599573,0.000038525213,0.00015323481],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024027923,0.00017472713,0.00015873519,0.0007270314,0.00013451654,0.00013856783,0.00052423315,0.00016587491,0.000014750552],"category_scores_gemma":[0.000015161678,0.00012397039,0.000012611217,0.002138709,0.001283502,0.00026874169,0.00018885656,0.00027867773,0.00015450105],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006705583,0.000034374243,0.00294522,0.000026641623,0.00001910848,0.00013922565,0.001058953,0.026461529,0.86691993,0.07861301,0.000039308965,0.02373598],"study_design_scores_gemma":[0.00013742512,0.0001568502,0.00010091432,0.000018989871,0.000011529869,0.00018912858,0.0001470511,0.6538041,0.3388758,0.0036227421,0.0027336788,0.00020174627],"about_ca_topic_score_codex":0.000005310903,"about_ca_topic_score_gemma":0.000027061544,"teacher_disagreement_score":0.6273426,"about_ca_system_score_codex":0.0001055763,"about_ca_system_score_gemma":0.00006559353,"threshold_uncertainty_score":0.50553656},"labels":[],"label_agreement":null},{"id":"W4394599859","doi":"10.2166/wst.2024.115","title":"Assessment of rainfall-derived inflow and infiltration in sewer systems with machine learning approaches","year":2024,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Key Research and Development Program of Zhejiang Province; National Key Research and Development Program of China","keywords":"Inflow; Infiltration (HVAC); Combined sewer; Hydrology (agriculture); Environmental science; Sanitary sewer; Marine engineering; Computer science; Civil engineering; Engineering; Geology; Geotechnical engineering; Stormwater; Environmental engineering; Meteorology; Oceanography; Geography; Surface runoff; Ecology","score_opus":0.013442607596258723,"score_gpt":0.2155928923893453,"score_spread":0.20215028479308655,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394599859","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9849036,0.00006483262,0.010807418,0.0005947301,0.000064736916,0.00028489274,9.481068e-7,0.00014920457,0.0031296862],"genre_scores_gemma":[0.997424,0.000007726266,0.0022008957,0.000008307776,0.0000038501285,0.000054611504,0.0000030356578,0.000007143757,0.0002904033],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988296,0.000024627348,0.0001822657,0.00039708632,0.0002678001,0.00029862346],"domain_scores_gemma":[0.9997217,0.000008967526,0.000032150157,0.00019952079,0.000007340912,0.000030338317],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000581547,0.00010523743,0.00012400695,0.0005410421,0.00012039026,0.000079941376,0.00027066172,0.000057766134,0.000032537966],"category_scores_gemma":[0.000010399148,0.0000688496,0.000009396764,0.001117946,0.0012358868,0.00052584463,0.0003696172,0.00019566352,0.000016155589],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003886808,0.000050458384,0.68466914,0.00005609193,0.000011237123,0.00001805501,0.0022562568,0.041309685,0.2652794,0.004367499,0.000011311858,0.0019669393],"study_design_scores_gemma":[0.0006092813,0.00059280114,0.19261836,0.00014555176,0.000037149493,0.00008574388,0.0014502179,0.7562321,0.038842183,0.0009760401,0.007885885,0.00052471145],"about_ca_topic_score_codex":0.00027466018,"about_ca_topic_score_gemma":0.00016416304,"teacher_disagreement_score":0.71492237,"about_ca_system_score_codex":0.00017556763,"about_ca_system_score_gemma":0.000017987599,"threshold_uncertainty_score":0.45536765},"labels":[],"label_agreement":null},{"id":"W4394892254","doi":"10.2166/wst.2024.096","title":"Estimation of instantaneous peak flows in Canadian rivers: an evaluation of conventional, nonlinear regression, and machine learning methods","year":2024,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrological Forecasting Using AI","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"National Research Council Canada","funders":"Infrastructure Canada; National Research Council Canada","keywords":"Nonlinear regression; Nonlinear system; Regression; Estimation; Statistics; Regression analysis; Computer science; Mathematics; Machine learning; Environmental science; Artificial intelligence; Econometrics; Engineering; Physics","score_opus":0.03336880853771761,"score_gpt":0.3332604282619923,"score_spread":0.2998916197242747,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394892254","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99793184,0.00007757171,0.0010407661,0.00038724317,0.00006805519,0.000119544326,0.000002773866,0.00004379919,0.0003283807],"genre_scores_gemma":[0.96332896,0.0000050988942,0.03662745,0.000008437536,0.0000021888125,0.000004548111,0.0000061687592,0.0000041015273,0.0000130712515],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99878347,0.000113510716,0.00020883279,0.00032123725,0.0003220656,0.0002508952],"domain_scores_gemma":[0.999693,0.000022273372,0.000042257583,0.0001460741,0.000029372988,0.00006707462],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003213215,0.0000736032,0.0001168444,0.00057568087,0.0001082444,0.000017531256,0.00024047993,0.00009410216,0.00022060344],"category_scores_gemma":[0.0004140025,0.00005168363,0.000012156281,0.0009765561,0.0010648246,0.0002446464,0.00014940297,0.00016232427,0.000011301436],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000083487885,0.00004135929,0.01582347,0.000020225798,0.0000028349702,0.00002293334,0.0013795518,0.25378305,0.34238264,0.000408718,0.0000020400678,0.38612482],"study_design_scores_gemma":[0.00008588459,0.00013627602,0.0008317777,0.000044524077,0.000008796782,0.00004506574,0.00002988232,0.9404392,0.053016596,0.0049754065,0.00032791548,0.000058665533],"about_ca_topic_score_codex":0.01591017,"about_ca_topic_score_gemma":0.015029312,"teacher_disagreement_score":0.6866562,"about_ca_system_score_codex":0.00025431174,"about_ca_system_score_gemma":0.0000882651,"threshold_uncertainty_score":0.99064296},"labels":[],"label_agreement":null},{"id":"W4396905275","doi":"10.2166/wst.2024.159","title":"Towards good modelling practice for parallel hybrid models for wastewater treatment processes","year":2024,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"CTT Group (Canada); Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada; Vlaamse regering","keywords":"Computer science; Wastewater; Environmental science; Environmental engineering","score_opus":0.027078068748418133,"score_gpt":0.26424424306820093,"score_spread":0.2371661743197828,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396905275","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6788399,0.0005625293,0.30743805,0.008074062,0.00046014937,0.0022657893,0.000057175967,0.0007739899,0.0015283332],"genre_scores_gemma":[0.8311491,0.00006812339,0.16599566,0.000054376756,0.000049958777,0.0009777604,0.000021672675,0.00003537951,0.0016479575],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99734944,0.000011306467,0.0002840674,0.0010268097,0.0003248469,0.0010035073],"domain_scores_gemma":[0.99932176,0.00004978392,0.000041328334,0.00041696706,0.000059653405,0.00011048329],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004079343,0.0003152655,0.00025235614,0.00034518066,0.0004582022,0.00024204285,0.0006556861,0.000110148256,0.000039124796],"category_scores_gemma":[0.000023505509,0.00018864985,0.00010963624,0.0006315498,0.00068380014,0.001447846,0.0002622976,0.00008135641,0.00017269084],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00083060993,0.0019475409,0.00016950781,0.00047791578,0.00037126802,0.00028339887,0.011291587,0.4528365,0.4495809,0.019776108,0.0009037411,0.061530903],"study_design_scores_gemma":[0.0004788601,0.0008177976,1.3925975e-7,0.000019154495,0.00009513233,0.00013739493,0.0002548131,0.21958616,0.6912948,0.04480812,0.042245418,0.00026220098],"about_ca_topic_score_codex":0.00008256932,"about_ca_topic_score_gemma":0.000012235035,"teacher_disagreement_score":0.24171391,"about_ca_system_score_codex":0.00044908264,"about_ca_system_score_gemma":0.000116427655,"threshold_uncertainty_score":0.7692918},"labels":[],"label_agreement":null},{"id":"W4398202768","doi":"10.2166/wst.2024.164","title":"Quantitative microbial risk assessment (QMRA) of the work of manual pit emptiers, commonly known as <i>bayakous</i>","year":2024,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Fecal contamination and water quality","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Safeguarding; Personal protective equipment; Dumping; Environmental health; Risk assessment; Work (physics); Business; Health risk; Risk analysis (engineering); Environmental planning; Environmental science; Engineering; Medicine; Computer security; Computer science; Nursing","score_opus":0.008985164216287618,"score_gpt":0.2809563446529107,"score_spread":0.27197118043662305,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4398202768","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98927784,0.000036271074,0.0014663418,0.0037870002,0.00044187854,0.00023124095,0.000017685828,0.000083886334,0.004657845],"genre_scores_gemma":[0.9968553,0.0000089325495,0.0023329335,0.00011573101,0.000005813124,0.000011151667,0.0000014350114,0.0000073721344,0.00066131476],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982643,0.00011333988,0.00034802576,0.00043888632,0.0004686631,0.0003668016],"domain_scores_gemma":[0.9992784,0.000043983,0.00010593396,0.00048744315,0.000038685943,0.000045509907],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0011951346,0.00013735992,0.00019893316,0.00021676486,0.00023436645,0.00004317201,0.0011430389,0.00011009662,0.00027441565],"category_scores_gemma":[0.00006190333,0.0000794537,0.00007920322,0.0016198977,0.0042879055,0.00027305383,0.0010140981,0.000312346,0.0001916301],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000425914,0.00024862037,0.13632074,0.000044765806,0.000030277037,0.000012180572,0.0059550293,0.00016449513,0.8009567,0.036908947,0.0019491905,0.017366402],"study_design_scores_gemma":[0.00024478947,0.000456976,0.0420634,0.00007375251,0.00003419148,0.000015101603,0.0008575963,0.0004628587,0.9208464,0.020167438,0.014529653,0.00024783332],"about_ca_topic_score_codex":0.00032674658,"about_ca_topic_score_gemma":0.0000975809,"teacher_disagreement_score":0.119889654,"about_ca_system_score_codex":0.00018039397,"about_ca_system_score_gemma":0.000059256236,"threshold_uncertainty_score":0.99842185},"labels":[],"label_agreement":null},{"id":"W4399303179","doi":"10.2166/wst.2024.149","title":"Status of photovoltaic water pumping systems in Iran: A comprehensive review","year":2024,"lang":"en","type":"review","venue":"Water Science & Technology","topic":"Photovoltaic System Optimization Techniques","field":"Energy","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Photovoltaic system; Water pumping; Environmental science; Engineering; Electrical engineering; Mechanical engineering","score_opus":0.058067722508290495,"score_gpt":0.34067671898756596,"score_spread":0.28260899647927545,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399303179","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000048693506,0.9942826,0.00010804404,0.000044390104,0.00077977445,0.0027292732,0.000034707642,0.0009840525,0.0009884639],"genre_scores_gemma":[0.0009338009,0.9966452,0.00037687283,0.00005912723,0.00003165928,0.0015356325,0.00007668572,0.00011361174,0.00022737357],"study_design_codex":"systematic_review","study_design_gemma":"not_applicable","domain_scores_codex":[0.9934934,0.0002447079,0.0023372162,0.0014561779,0.0007342418,0.001734304],"domain_scores_gemma":[0.9972597,0.000043323595,0.00042710706,0.0017520206,0.00037270287,0.00014518708],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0012395987,0.0007976504,0.003685287,0.005744901,0.00011508593,0.00011006632,0.0021657222,0.0008207202,0.00007407511],"category_scores_gemma":[0.00012531944,0.00045226252,0.00036507077,0.0050497684,0.0013168585,0.00028005565,0.0012821038,0.00085270737,0.0006349097],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009706301,0.00021593248,0.000022333163,0.5934983,0.0003205219,0.0005995844,0.0012447122,0.00022990897,0.04517911,0.004182353,0.0011539668,0.3533436],"study_design_scores_gemma":[0.00008544955,0.00006313342,4.400958e-8,0.08942388,0.00027179724,0.00026849794,0.000066002176,0.00014838566,0.023301108,0.00025465584,0.8856161,0.0005009292],"about_ca_topic_score_codex":0.0018441011,"about_ca_topic_score_gemma":0.00004554426,"teacher_disagreement_score":0.8844622,"about_ca_system_score_codex":0.0010017495,"about_ca_system_score_gemma":0.0003782931,"threshold_uncertainty_score":0.99979293},"labels":[],"label_agreement":null},{"id":"W4399366685","doi":"10.2166/wst.2024.182","title":"A validation workflow for treatment wetland performance data","year":2024,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Constructed Wetlands for Wastewater Treatment","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Horizon 2020 Framework Programme; Institut National de Recherche pour l'Agriculture, l'Alimentation et l'Environnement; Agence Nationale de la Recherche; Generalitat de Catalunya; European Commission; Indian National Science Academy; Canadian Institute for Advanced Research","keywords":"Workflow; Scope (computer science); Adaptability; Computer science; Set (abstract data type); Data mining; Key (lock); Data science; Quality (philosophy); Process management; Database; Engineering","score_opus":0.019017509765297497,"score_gpt":0.2524359981242269,"score_spread":0.2334184883589294,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399366685","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99447286,0.000047735113,0.0017579757,0.0016130246,0.00040955743,0.00047196777,0.000033150427,0.0003850671,0.000808643],"genre_scores_gemma":[0.9926934,0.000025153715,0.0063912203,0.000017628818,0.00002951818,0.00014166602,0.00007707865,0.000014097582,0.00061022624],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981274,0.00000710419,0.00018437365,0.0008735341,0.00023474156,0.0005728228],"domain_scores_gemma":[0.99892396,0.000014646991,0.000020165231,0.00097303325,0.000010209899,0.000058016154],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029514788,0.0001791069,0.0001428147,0.0003574099,0.00030683,0.00015841627,0.0010022488,0.00008278042,0.00017153837],"category_scores_gemma":[0.000010667081,0.00010764313,0.000029369481,0.0009157002,0.00089593866,0.0007418667,0.0007139032,0.00005103454,0.00062974874],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023771858,0.00008992126,0.04459445,0.000018289122,0.000025348376,0.00002224199,0.0006463904,0.0002358378,0.4819691,0.00021422397,0.0003249777,0.47183543],"study_design_scores_gemma":[0.00037562472,0.00039696947,0.0004075779,0.000025320254,0.00004189098,0.00011156472,0.00004050153,0.020717714,0.90254426,0.0020260215,0.073099524,0.00021306],"about_ca_topic_score_codex":0.000047073998,"about_ca_topic_score_gemma":0.000048453752,"teacher_disagreement_score":0.47162238,"about_ca_system_score_codex":0.00043931298,"about_ca_system_score_gemma":0.000042182783,"threshold_uncertainty_score":0.8094356},"labels":[],"label_agreement":null},{"id":"W4399390816","doi":"10.2166/wst.2024.184","title":"Comparative life cycle assessment of excreta management systems through composting and biomethanization: Case of a low-income tropical country","year":2024,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Reuse","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Tropics; Low income; Geography; Agricultural economics; Business; Environmental science; Natural resource economics; Economics; Socioeconomics; Ecology; Biology","score_opus":0.011847762153007374,"score_gpt":0.2803035829769535,"score_spread":0.26845582082394615,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399390816","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9945505,0.00016883825,0.0031706726,0.0002532383,0.0001943594,0.00028669438,0.000007084293,0.00007166251,0.0012969387],"genre_scores_gemma":[0.996086,0.00002156646,0.0037748178,0.000007536987,0.000007982927,0.000018029832,0.0000024985286,0.0000060222433,0.00007556434],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987522,0.00002743457,0.0002875754,0.00039893252,0.00026819998,0.00026566608],"domain_scores_gemma":[0.999574,0.000016989943,0.000056805202,0.0002833609,0.000018331368,0.00005052195],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020120261,0.0001259651,0.00024153876,0.00027811812,0.00014130688,0.00005174973,0.00030824446,0.00006552742,0.00003386957],"category_scores_gemma":[0.000004083284,0.0000798209,0.000019467958,0.0012493714,0.0018096082,0.00023851058,0.00066580495,0.00007744205,0.000014477485],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003886057,0.0007199252,0.30329698,0.0013214878,0.0003053489,0.0022631679,0.010178484,0.014057677,0.6063183,0.060159836,0.00008991694,0.001250012],"study_design_scores_gemma":[0.00271157,0.002270201,0.03720252,0.0012052251,0.0003398952,0.0036661006,0.0146541055,0.23881094,0.69045895,0.005310494,0.0020435865,0.0013264015],"about_ca_topic_score_codex":0.00008987645,"about_ca_topic_score_gemma":0.00001190217,"teacher_disagreement_score":0.26609448,"about_ca_system_score_codex":0.000101409394,"about_ca_system_score_gemma":0.000016004931,"threshold_uncertainty_score":0.66675764},"labels":[],"label_agreement":null},{"id":"W4399752557","doi":"10.2166/wst.2024.207","title":"Evaluation on the performance of a swirling-type hydrodynamic separator using physical and numerical models","year":2024,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Cyclone Separators and Fluid Dynamics","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Key Research and Development Program of Zhejiang Province","keywords":"Separator (oil production); Mechanics; Computer science; Materials science; Physics; Thermodynamics","score_opus":0.015270300003220471,"score_gpt":0.2582752401824002,"score_spread":0.24300494017917976,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399752557","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99475867,0.00015743783,0.004330621,0.00008079063,0.00017079091,0.000118460244,0.0000011330736,0.00016578233,0.00021633059],"genre_scores_gemma":[0.9997846,0.000013187784,0.00015346915,0.0000060741313,0.000017744127,0.000007673815,5.1375974e-7,0.000010628671,0.000006091309],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99919707,0.000008381894,0.00010888958,0.00020230819,0.00026218445,0.00022114927],"domain_scores_gemma":[0.99968624,0.000011875719,0.0000080356995,0.00021308618,0.000059251288,0.000021534932],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038570742,0.00009401223,0.00010734499,0.0002817281,0.00009115707,0.000035064742,0.00020029028,0.000055311513,0.0000038701032],"category_scores_gemma":[0.000010318922,0.00005591159,0.0000175996,0.000872044,0.0003542111,0.00017780915,0.00007203554,0.00016410097,0.000016932445],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000028478912,0.000011635893,0.00003691622,0.000017144914,0.000008158751,0.000001155135,0.00067229033,0.5620575,0.42969313,0.0040094475,0.0000039424485,0.0034858377],"study_design_scores_gemma":[0.000030804305,0.000077070894,0.000013543807,0.000020965714,0.000015832626,0.00001209098,0.00002397512,0.93670535,0.06058194,0.00241003,0.000036428795,0.000071975905],"about_ca_topic_score_codex":0.0000028570678,"about_ca_topic_score_gemma":6.3048003e-7,"teacher_disagreement_score":0.37464786,"about_ca_system_score_codex":0.0000929035,"about_ca_system_score_gemma":0.00004731679,"threshold_uncertainty_score":0.22800085},"labels":[],"label_agreement":null},{"id":"W4400451236","doi":"10.2166/wst.2024.231","title":"A dynamic compartmental model of a sequencing batch reactor (SBR) for biological phosphorus removal","year":2024,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Sequencing batch reactor; Phosphorus; Environmental science; Enhanced biological phosphorus removal; Process engineering; Pulp and paper industry; Chemistry; Biochemical engineering; Environmental engineering; Engineering; Sewage treatment; Organic chemistry; Activated sludge","score_opus":0.024109294372459015,"score_gpt":0.2527612346244293,"score_spread":0.22865194025197028,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400451236","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99535143,0.00014673067,0.0025332284,0.0006098079,0.00018805638,0.00040706294,0.000027239581,0.0002700982,0.00046636467],"genre_scores_gemma":[0.95412576,0.000015507376,0.045358103,0.0000340862,0.000007791013,0.00005866827,0.000012161095,0.00001388544,0.00037404356],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9980251,0.000011112289,0.00028401025,0.00070962426,0.00028206935,0.0006880736],"domain_scores_gemma":[0.9995023,0.000018119214,0.000038171995,0.0003447888,0.00001560641,0.00008102595],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039344069,0.00020655445,0.00024891776,0.00029136846,0.00017193057,0.000048330738,0.00068000227,0.00014570782,0.00008503178],"category_scores_gemma":[0.000013937749,0.00012764208,0.0001041244,0.00075115956,0.0018377722,0.00029246346,0.0004920505,0.00013000256,0.00016003374],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025489444,0.000047695015,0.0007739335,0.0000074874524,0.000010156121,0.000032728658,0.00039007037,0.0002954919,0.9950171,0.00061563146,0.000063170635,0.0027210396],"study_design_scores_gemma":[0.00022591065,0.0002837334,0.00003176061,0.000018746947,0.000019349976,0.00014360416,0.000178518,0.15193513,0.8345734,0.0113822175,0.0010290133,0.0001786573],"about_ca_topic_score_codex":0.000037780716,"about_ca_topic_score_gemma":0.000010475493,"teacher_disagreement_score":0.16044375,"about_ca_system_score_codex":0.0005826049,"about_ca_system_score_gemma":0.00005612561,"threshold_uncertainty_score":0.6771348},"labels":[],"label_agreement":null},{"id":"W4400583528","doi":"10.2166/wst.2024.235","title":"Towards a modelling framework for nature-based solutions in wastewater treatment","year":2024,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Constructed Wetlands for Wastewater Treatment","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Université Laval","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada","keywords":"Resource (disambiguation); Best practice; Computer science; Environmental science; Resource recovery; Wastewater; Management science; Environmental engineering; Engineering","score_opus":0.015586167844330166,"score_gpt":0.2553074260733779,"score_spread":0.23972125822904775,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400583528","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92264414,0.00015583768,0.067742795,0.0072133904,0.00055235304,0.00071458187,0.000021229967,0.00044220893,0.0005134726],"genre_scores_gemma":[0.9467706,0.000007943872,0.05257595,0.00004749263,0.000019596573,0.00039648582,0.000009788028,0.000020421132,0.00015172079],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9975508,0.00001328417,0.0002594362,0.0008791734,0.00027945449,0.0010178518],"domain_scores_gemma":[0.99931294,0.00002862433,0.00001959371,0.0005343488,0.000012254413,0.000092254],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030731974,0.00025047042,0.00020927953,0.0008598021,0.00028896044,0.00013091399,0.00057552336,0.0003105207,0.00016609205],"category_scores_gemma":[0.000015428062,0.0001567306,0.000090298796,0.0014367821,0.001075055,0.0002823835,0.00028832615,0.00027469642,0.00022237758],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001954292,0.0011841258,0.021349085,0.00011055424,0.00010424448,0.0004779931,0.0073644845,0.27626565,0.44124144,0.09397249,0.00013518421,0.1575993],"study_design_scores_gemma":[0.00051721506,0.0004164833,0.00006674986,0.00008484011,0.000031443706,0.000046190453,0.0001341853,0.22263137,0.650065,0.11557589,0.010090828,0.00033981938],"about_ca_topic_score_codex":0.00017761264,"about_ca_topic_score_gemma":0.000120928205,"teacher_disagreement_score":0.20882355,"about_ca_system_score_codex":0.00119687,"about_ca_system_score_gemma":0.000095414296,"threshold_uncertainty_score":0.6391288},"labels":[],"label_agreement":null},{"id":"W4401822343","doi":"10.2166/wst.2024.291","title":"Blockage dynamics in sewer pipes: investigating snagging, accumulation, and dissipation rates of wet wipes","year":2024,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Sanitary sewer; Dissipation; Environmental science; Volumetric flow rate; Combined sewer; Flow (mathematics); Environmental engineering; Surface runoff; Ecology; Stormwater; Mechanics; Biology","score_opus":0.016927659050575906,"score_gpt":0.27358461199025524,"score_spread":0.25665695293967933,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401822343","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9933455,0.000035612404,0.0027961351,0.0022077106,0.000100062716,0.00016750724,0.000002357287,0.00015580433,0.0011893347],"genre_scores_gemma":[0.9977437,0.0000053723184,0.0019025003,0.000028697666,0.0000050917797,0.000021098307,0.000004723513,0.000007378756,0.0002814297],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99878,0.00001562697,0.00023738547,0.00042111438,0.0002207304,0.0003251029],"domain_scores_gemma":[0.99965644,0.000015398828,0.00003831598,0.00024080198,0.000010836533,0.00003820579],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047827506,0.00010558097,0.00010489559,0.0006423045,0.00015402902,0.00007174514,0.00035070308,0.00006778348,0.00007043647],"category_scores_gemma":[0.00006448267,0.00008148225,0.000012979523,0.0015815601,0.001783571,0.0007190155,0.00055678614,0.0001235763,0.000044241337],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000011819453,0.000031483814,0.8652502,0.000033991884,0.000003888695,0.00000696638,0.0025835703,0.0026543783,0.11399123,0.009662378,0.000104327635,0.005676462],"study_design_scores_gemma":[0.00023855321,0.00010447112,0.15825815,0.000143153,0.000023896964,0.000015921203,0.0012747973,0.62926185,0.16071644,0.047162253,0.0023900522,0.0004104628],"about_ca_topic_score_codex":0.0002542418,"about_ca_topic_score_gemma":0.00052062125,"teacher_disagreement_score":0.706992,"about_ca_system_score_codex":0.00029287607,"about_ca_system_score_gemma":0.000012771653,"threshold_uncertainty_score":0.65716416},"labels":[],"label_agreement":null},{"id":"W4401913549","doi":"10.2166/wst.2024.293","title":"Hybrid modelling of nitrogen removal by biofiltration using high-frequent operational data","year":2024,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada; Syndicat Interdépartemental pour l’Assainissement de l’Agglomération Parisienne; Université Laval","keywords":"Biofilter; Environmental science; Nitrogen; Waste management; Process engineering; Environmental engineering; Chemistry; Engineering; Organic chemistry","score_opus":0.03271347080725174,"score_gpt":0.24704057848058134,"score_spread":0.2143271076733296,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401913549","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9725436,0.00018524041,0.025968794,0.00064472784,0.00019511262,0.00015714271,0.00005851746,0.00012626278,0.000120577315],"genre_scores_gemma":[0.9387568,0.00001139471,0.060969714,0.000023068922,0.000022816488,0.0000049271325,0.00010845724,0.000011528578,0.000091262744],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99818325,0.000016714015,0.00026307986,0.0006907333,0.00043937558,0.00040682202],"domain_scores_gemma":[0.9992803,0.0000063770153,0.000031773194,0.0006086485,0.000017785105,0.000055166314],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043370965,0.00014815698,0.00013908748,0.00028702573,0.00022557352,0.00009984584,0.0010189842,0.000068010275,0.00022037729],"category_scores_gemma":[0.0000062999607,0.00010365283,0.000027095957,0.0006408459,0.0010448219,0.0009810858,0.00073442084,0.00010663649,0.00016674688],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000041394783,0.000036142887,0.00058326893,0.000004016661,0.000009181409,0.00003402301,0.00006959658,0.0051299883,0.9922184,0.00057838944,0.00011891187,0.0012139851],"study_design_scores_gemma":[0.00007815706,0.000043887878,0.0000019040904,0.000009827809,0.000019002064,0.00017469793,0.000019217332,0.21419878,0.77828056,0.006015259,0.0010513868,0.000107318185],"about_ca_topic_score_codex":0.0004100064,"about_ca_topic_score_gemma":0.0000054483253,"teacher_disagreement_score":0.21393779,"about_ca_system_score_codex":0.00019403978,"about_ca_system_score_gemma":0.000053782573,"threshold_uncertainty_score":0.42268395},"labels":[],"label_agreement":null},{"id":"W4402088126","doi":"10.2166/wst.2024.298","title":"Experimental investigation of erosion and transport of binary sediment in sewer pipes","year":2024,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Erosion; Sediment; Sediment transport; Environmental science; Hydrology (agriculture); Geology; Geotechnical engineering; Geomorphology","score_opus":0.009109207978933592,"score_gpt":0.21743695010783834,"score_spread":0.20832774212890476,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402088126","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99836737,0.00010916995,0.00018745303,0.00068776123,0.00009432709,0.00015781097,0.0000014831589,0.000057879235,0.0003367516],"genre_scores_gemma":[0.99899787,0.000006115891,0.00084617845,0.000018486317,0.0000021067551,0.000019521764,0.0000015711134,0.000004331635,0.000103799044],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99901986,0.000008413663,0.00020303656,0.000311325,0.0002469392,0.00021040614],"domain_scores_gemma":[0.9997653,0.0000035625944,0.000022629445,0.00017472715,0.0000047071603,0.000029091372],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032377068,0.00007672949,0.00009737353,0.00051506114,0.000050445644,0.0000075054622,0.00026688812,0.000050959166,0.00010063288],"category_scores_gemma":[0.000002384852,0.000057223184,0.000014511075,0.0009249718,0.0020740153,0.00038107036,0.00029433478,0.00006721652,0.000019737174],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000021562407,0.000025659323,0.09219899,0.000010611985,9.972562e-7,0.0000038926482,0.0017911993,0.00008882486,0.90529454,0.00039321725,0.000030388836,0.00015952086],"study_design_scores_gemma":[0.00009202488,0.00012828122,0.04995482,0.00003224958,0.0000047013195,0.0000034410727,0.00029155528,0.0008560393,0.94733995,0.00088612625,0.0003422962,0.000068499896],"about_ca_topic_score_codex":0.00019416494,"about_ca_topic_score_gemma":0.000020560356,"teacher_disagreement_score":0.04224417,"about_ca_system_score_codex":0.000118957985,"about_ca_system_score_gemma":0.000009929643,"threshold_uncertainty_score":0.7641796},"labels":[],"label_agreement":null},{"id":"W4404190123","doi":"10.2166/wst.2024.366","title":"Developing a universal equation to estimate the mass of dewatered wastewater sludge during biological digestion at mesophilic and thermophilic temperatures","year":2024,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Coagulation and Flocculation Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University; University of Saskatchewan","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Mesophile; Dewatering; Anaerobic digestion; Chemistry; Activated sludge; Wastewater; Sewage sludge; Sewage treatment; Pulp and paper industry; Sewage sludge treatment; Digestion (alchemy); Sludge bulking; Chromatography; Environmental science; Environmental engineering; Methane; Biology","score_opus":0.02354409580631612,"score_gpt":0.27380858413391496,"score_spread":0.25026448832759884,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404190123","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9916938,0.000052573567,0.0008957964,0.00684991,0.000086173306,0.00019373879,0.0000012213291,0.00012482026,0.000101988924],"genre_scores_gemma":[0.9989453,0.000010038426,0.0008360953,0.000038735063,0.0000075111348,0.000017050399,0.0000016933358,0.000004812792,0.00013874884],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989945,0.000020947133,0.00016412995,0.00036832693,0.00019337512,0.00025871937],"domain_scores_gemma":[0.99973994,0.00001476809,0.000022074226,0.00017724246,0.000016898071,0.000029048793],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029355162,0.00010664933,0.00010376463,0.00024825925,0.00042475108,0.000053290263,0.00024397722,0.000061223756,0.00006866071],"category_scores_gemma":[0.000031332696,0.00005516831,0.000018552228,0.00078215945,0.0009264147,0.00018492779,0.00067924435,0.00007273141,0.00007377607],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009434054,0.0000031733834,0.023367204,0.0000056054546,0.0000035943467,0.000004188465,0.0014595974,0.00089344097,0.9714367,0.0017364908,0.000004806434,0.0010758014],"study_design_scores_gemma":[0.00013783867,0.00006643898,0.1665932,0.000032960754,0.000008860718,0.000046526682,0.00031858683,0.0045361575,0.8217995,0.0053885365,0.00088392646,0.00018745131],"about_ca_topic_score_codex":0.000012344901,"about_ca_topic_score_gemma":0.000013489848,"teacher_disagreement_score":0.14963713,"about_ca_system_score_codex":0.00015909765,"about_ca_system_score_gemma":0.000008045072,"threshold_uncertainty_score":0.34134135},"labels":[],"label_agreement":null},{"id":"W4404332637","doi":"10.2166/wst.2024.377","title":"Comparative life cycle assessment of on-site sanitation systems using lagoons or drying beds for fecal sludge treatment in low-income tropical countries","year":2024,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Child Nutrition and Water Access","field":"Nursing","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"Eidgenössische Anstalt für Wasserversorgung Abwasserreinigung und Gewässerschutz","keywords":"Sanitation; Toilet; Life-cycle assessment; Environmental science; Scenario analysis; Improved sanitation; Environmental impact assessment; Business; Environmental engineering; Ecology; Economics","score_opus":0.03819531972875976,"score_gpt":0.36773839816191806,"score_spread":0.3295430784331583,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404332637","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99205333,0.00008293691,0.0035725047,0.0024601633,0.00082102144,0.00075575523,0.000038788072,0.00015855864,0.00005694154],"genre_scores_gemma":[0.99893415,0.000004062862,0.000801771,0.00006068139,0.0000548409,0.00010635567,0.000009743573,0.000011499327,0.000016910395],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99852055,0.000044897763,0.00037523126,0.00042107646,0.00024065674,0.00039758367],"domain_scores_gemma":[0.9994831,0.00010911495,0.00005390592,0.00020541615,0.000094535935,0.0000539138],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021566528,0.00015860607,0.0003542095,0.0011747053,0.00022550738,0.00018571345,0.00024167779,0.00011500616,0.000007130604],"category_scores_gemma":[0.000022507309,0.00010295042,0.000050537714,0.0008582616,0.00055486144,0.0003240912,0.000063276435,0.00013199814,0.000008670597],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0033142087,0.003925719,0.4220275,0.003559642,0.00026925554,0.00026633596,0.053678416,0.049736176,0.37779075,0.08200357,0.00023152676,0.0031968774],"study_design_scores_gemma":[0.0034219734,0.003000862,0.019364608,0.0015105892,0.000088360604,0.00006358487,0.002100241,0.34119055,0.6244546,0.0023494512,0.0019334286,0.00052177167],"about_ca_topic_score_codex":0.00009542004,"about_ca_topic_score_gemma":0.00013204296,"teacher_disagreement_score":0.4026629,"about_ca_system_score_codex":0.00062136946,"about_ca_system_score_gemma":0.00011146653,"threshold_uncertainty_score":0.41981962},"labels":[],"label_agreement":null},{"id":"W4405860087","doi":"10.2166/wst.2024.389","title":"Modelling and integrated assessment of urban water systems","year":2024,"lang":"en","type":"editorial","venue":"Water Science & Technology","topic":"Water Systems and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Environmental science; Computer science; Environmental planning; Systems engineering; Water resource management; Engineering","score_opus":0.006093039304391346,"score_gpt":0.21511462165830936,"score_spread":0.20902158235391802,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405860087","genre_codex":"editorial","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008025584,0.0009705924,0.10816821,0.00005693294,0.8801481,0.00042451904,0.000050526836,0.0010530307,0.0011024914],"genre_scores_gemma":[0.9467322,0.00014688594,0.0014556259,8.604962e-7,0.04976937,0.00009564277,0.000119072356,0.00008743792,0.0015928957],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99804425,0.000012944289,0.0004756092,0.00050649804,0.0004470142,0.0005136688],"domain_scores_gemma":[0.9992254,0.00001110828,0.000035425073,0.00042248858,0.00025408514,0.00005148987],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005688002,0.00028985325,0.0004671568,0.0014691597,0.000081667764,0.00021602915,0.00055387395,0.00078356115,0.000003811521],"category_scores_gemma":[0.0000082013685,0.00016792784,0.00003399117,0.0005205082,0.00039099366,0.0002065245,0.00025717771,0.00061814266,0.000017621389],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000016533336,0.000010569353,0.000019799307,0.001050233,0.000049205188,0.00001882786,0.0009258305,0.8245275,0.010633205,0.00051192497,0.1621854,0.00006587347],"study_design_scores_gemma":[0.00007830923,0.000051157178,4.972026e-8,0.0002886662,0.000027944014,0.000006598668,0.000078289624,0.67530596,0.023650924,0.00013278966,0.30015174,0.00022757988],"about_ca_topic_score_codex":0.000120171215,"about_ca_topic_score_gemma":0.000008498546,"teacher_disagreement_score":0.93870664,"about_ca_system_score_codex":0.0002042935,"about_ca_system_score_gemma":0.000076428376,"threshold_uncertainty_score":0.68478984},"labels":[],"label_agreement":null},{"id":"W44072148","doi":"10.2166/wst.2001.0781","title":"Critical velocity of floatables in Combined Sewer Overflow (CSO) chambers","year":2001,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Arithmetic underflow; Baffle; Combined sewer; Flow velocity; Environmental science; Engineering; Mechanics; Flow (mathematics); Stormwater; Physics; Mechanical engineering; Computer science","score_opus":0.005933118789462921,"score_gpt":0.22332203744304122,"score_spread":0.2173889186535783,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W44072148","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99454606,0.00005387655,0.0017299164,0.000607038,0.00033338825,0.000064534426,0.0000019061993,0.00024067002,0.002422632],"genre_scores_gemma":[0.9984156,0.0000133086705,0.0014853611,0.000032047537,0.000010951084,0.0000071304135,8.453535e-7,0.0000078561825,0.000026919937],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99892306,0.000006288209,0.0001881474,0.0002100935,0.00017201173,0.00050037703],"domain_scores_gemma":[0.9995909,0.00001274552,0.0000070593173,0.00029679356,0.000046016954,0.000046502406],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019350112,0.00010691457,0.00018442437,0.00045456114,0.00006942608,0.000022115782,0.0004223142,0.00014086346,0.00007513534],"category_scores_gemma":[0.00008839891,0.00008242475,0.000020033402,0.0009165076,0.0011812547,0.00019777319,0.000107824904,0.00018368608,0.00001708833],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000044460867,0.00013274065,0.04729205,0.00014232284,0.000019601619,0.00024843306,0.0044300314,0.028333405,0.86667264,0.027772604,0.00054525916,0.024366485],"study_design_scores_gemma":[0.0005774211,0.00012083784,0.0071910853,0.000037758837,0.000005808892,0.000070071175,0.00018576664,0.10257903,0.86615556,0.017446967,0.005280861,0.00034882873],"about_ca_topic_score_codex":0.000042192165,"about_ca_topic_score_gemma":0.000057540477,"teacher_disagreement_score":0.074245624,"about_ca_system_score_codex":0.00005627202,"about_ca_system_score_gemma":0.000025553754,"threshold_uncertainty_score":0.43523824},"labels":[],"label_agreement":null},{"id":"W4409167702","doi":"10.2166/wst.2025.045","title":"Flooded with potential: urban drainage science as seen by early-career researchers","year":2025,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Research Data Management Practices","field":"Computer Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Drainage; Environmental science; Ecology; Biology","score_opus":0.03081298710487091,"score_gpt":0.3219704954962213,"score_spread":0.2911575083913504,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409167702","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4280529,0.0002738493,0.43905997,0.07280287,0.0004748021,0.0013951539,0.000006745116,0.0015668184,0.05636688],"genre_scores_gemma":[0.9809325,0.000046366717,0.010925988,0.00040481274,0.00001125019,0.00009154637,0.0000025734405,0.000011898041,0.007573076],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9928777,0.000109001565,0.00030386524,0.0020615978,0.0024573146,0.0021904893],"domain_scores_gemma":[0.995466,0.00005348511,0.00009348059,0.003406737,0.0006906432,0.0002896895],"candidate_categories":["sts","scholarly_communication","open_science"],"consensus_categories":["sts","scholarly_communication","open_science"],"category_scores_codex":[0.005956015,0.00026465522,0.00024145957,0.004439907,0.0015202882,0.0045365943,0.019269738,0.00012541503,0.000015856469],"category_scores_gemma":[0.00095801003,0.00018349467,0.00003465543,0.014293808,0.007464007,0.030316597,0.010177002,0.00071019557,0.00022498584],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004265448,0.00019323018,0.0024142503,0.00003224666,0.0000399628,0.00031376458,0.0006671843,0.00006601247,0.47866708,0.50096095,0.0024955077,0.014107193],"study_design_scores_gemma":[0.0009956907,0.0009632829,0.0016329816,0.00007735942,0.000021583428,0.000061958504,0.0007660327,0.00793027,0.860504,0.027060043,0.09927601,0.0007107922],"about_ca_topic_score_codex":0.00034011638,"about_ca_topic_score_gemma":0.00001712542,"teacher_disagreement_score":0.5528796,"about_ca_system_score_codex":0.00034257132,"about_ca_system_score_gemma":0.0010586726,"threshold_uncertainty_score":0.9997796},"labels":[],"label_agreement":null},{"id":"W4409887531","doi":"10.2166/wst.2025.057","title":"Quantifying sediment deposition in sewers through hydraulic performance analysis","year":2025,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"National Key Research and Development Program of China","keywords":"Deposition (geology); Sediment; Flow (mathematics); Environmental science; Volumetric flow rate; Sanitary sewer; Hydrology (agriculture); Range (aeronautics); Geology; Geotechnical engineering; Environmental engineering; Engineering; Mechanics; Geomorphology; Geometry; Mathematics","score_opus":0.013247629039554107,"score_gpt":0.2497315412605835,"score_spread":0.23648391222102938,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409887531","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9660315,0.000019990846,0.017147582,0.0025680875,0.00015884532,0.00021747757,4.42959e-7,0.00018050904,0.013675588],"genre_scores_gemma":[0.9962364,0.00001338077,0.0028312064,0.00034598762,0.0000029884504,0.00005974531,0.0000032831244,0.0000041954577,0.00050279923],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99814343,0.000018887435,0.00026053062,0.0006154043,0.00031838397,0.00064335944],"domain_scores_gemma":[0.99937624,0.0000055792666,0.00004052805,0.000537521,0.000010473092,0.000029659246],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004498267,0.00013762781,0.00017046518,0.0014161548,0.0004110163,0.000052560415,0.00082353695,0.000084504674,0.00014889849],"category_scores_gemma":[0.000010554055,0.00011049211,0.000045563516,0.0076964763,0.0011671949,0.0007823362,0.0008726615,0.00016324774,0.00028346077],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000063759508,0.00010781553,0.87532574,0.000009386143,0.00003418919,0.000009952529,0.0010246015,0.021911373,0.0968746,0.0013644908,0.00017377749,0.003157714],"study_design_scores_gemma":[0.00060517754,0.00013091546,0.24997434,0.000042517233,0.00024349442,0.000007095925,0.00074687635,0.07030357,0.66372645,0.0023164947,0.011329575,0.0005735129],"about_ca_topic_score_codex":0.00051702396,"about_ca_topic_score_gemma":0.0005206906,"teacher_disagreement_score":0.62535137,"about_ca_system_score_codex":0.00069829065,"about_ca_system_score_gemma":0.000013677796,"threshold_uncertainty_score":0.45057374},"labels":[],"label_agreement":null},{"id":"W4411493756","doi":"10.2166/wst.2025.079","title":"Optimizing monitoring strategies for urban drainage systems via bilayer iterative clustering","year":2025,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Systems and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"National Key Research and Development Program of China","keywords":"Dynamic time warping; Cluster analysis; Computer science; Data mining; Similarity (geometry); Software deployment; Real-time computing; Artificial intelligence","score_opus":0.009242747876322196,"score_gpt":0.23113082943090316,"score_spread":0.22188808155458095,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411493756","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.050852094,0.00040657943,0.9408279,0.00013057126,0.0025332277,0.00051354396,0.0000022667325,0.00093970716,0.0037940766],"genre_scores_gemma":[0.99178976,0.0000040084915,0.007326517,0.000005989514,0.000081431834,0.00023083836,0.0000019452457,0.000020147994,0.0005393368],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986498,0.000009139952,0.00029598622,0.00035598967,0.00012134937,0.0005677566],"domain_scores_gemma":[0.9994572,0.000011903337,0.000027901018,0.00033167255,0.00013491698,0.00003641293],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000303214,0.0001886228,0.00022655247,0.0010568559,0.00033556667,0.0004243807,0.0004892559,0.00015460452,0.0000011632783],"category_scores_gemma":[0.000009642225,0.00014660036,0.00003348212,0.0008775879,0.00019445657,0.00072549225,0.00015637629,0.00013150352,0.000006425835],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000040009395,0.000007582404,0.00025755324,0.00019841918,0.000022885353,0.0000046392834,0.0030082911,0.7605259,0.23007055,0.0052662096,0.00007379717,0.00056020677],"study_design_scores_gemma":[0.00024398278,0.000048973445,0.000012688132,0.00018007372,0.000012571137,0.000010434761,0.0019223368,0.65191656,0.34195673,0.000938755,0.0025110957,0.00024578045],"about_ca_topic_score_codex":0.000017881863,"about_ca_topic_score_gemma":0.000010115805,"teacher_disagreement_score":0.9409377,"about_ca_system_score_codex":0.00018326608,"about_ca_system_score_gemma":0.00003324105,"threshold_uncertainty_score":0.5978189},"labels":[],"label_agreement":null},{"id":"W4412799001","doi":"10.2166/wst.2025.097","title":"Exploring wastewater treatment plant operation and performance using k-means and Gaussian mixture clustering","year":2025,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Systems and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Current Water Technologies (Canada); Water Security Agency; York University","funders":"Mitacs","keywords":"Cluster analysis; Computer science; Data mining; Downstream (manufacturing); Upstream (networking); Set (abstract data type); Machine learning; Biochemical engineering; Artificial intelligence; Engineering; Operations management","score_opus":0.023696164262542705,"score_gpt":0.20697615502817251,"score_spread":0.1832799907656298,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412799001","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9879132,0.00009397694,0.0109171355,0.00021202835,0.0003234848,0.00013945108,0.0000012563654,0.00019202236,0.00020746181],"genre_scores_gemma":[0.9976376,0.00011476223,0.0020972958,0.00000692751,0.000016692577,0.000028444305,0.0000020509865,0.000007936323,0.00008828277],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993021,0.0000044358153,0.00013599565,0.00022809384,0.00005842117,0.0002709544],"domain_scores_gemma":[0.9997941,0.0000016747426,0.000008647108,0.00015413149,0.000012097056,0.000029301027],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009271747,0.0001203414,0.00012038485,0.0005155458,0.00023886157,0.00010771527,0.0000975083,0.00006404724,0.0000014438925],"category_scores_gemma":[0.000001278074,0.00008045127,0.0000069298226,0.00022417019,0.00013540532,0.0005369758,0.00009531594,0.000058173693,0.0000018732716],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017215634,0.000021885235,0.014690052,0.00029305453,0.000034761073,0.00001867441,0.008649648,0.36545172,0.5941877,0.0006939042,0.000010217937,0.015931189],"study_design_scores_gemma":[0.00015619681,0.00004923786,0.00030955795,0.000061507344,0.0000069950315,0.00004329461,0.00018700682,0.6159966,0.3825748,0.00001769801,0.0004974404,0.0000996742],"about_ca_topic_score_codex":0.00002145386,"about_ca_topic_score_gemma":0.000051547922,"teacher_disagreement_score":0.25054488,"about_ca_system_score_codex":0.00009902992,"about_ca_system_score_gemma":0.000009647178,"threshold_uncertainty_score":0.32807076},"labels":[],"label_agreement":null},{"id":"W4413056597","doi":"10.2166/wst.2025.106","title":"Design considerations for a Digital Twin built to improve nitrification performance at a water resource recovery facility","year":2025,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Office of Energy Efficiency and Renewable Energy","keywords":"Nitrification; Resource (disambiguation); Environmental science; Business; Computer science; Nitrogen; Chemistry; Computer network","score_opus":0.01644516789534162,"score_gpt":0.22536728987680646,"score_spread":0.20892212198146484,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413056597","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98243207,0.0000057435586,0.011972537,0.0036993183,0.00011118218,0.0009811776,0.000020876645,0.0001630921,0.0006139771],"genre_scores_gemma":[0.9840589,9.717568e-7,0.011027789,0.00022202783,0.000006905873,0.00030502758,0.00001500568,0.0000059963004,0.0043573882],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981239,0.000017746193,0.00025973163,0.00072283746,0.00020639642,0.00066942826],"domain_scores_gemma":[0.9992542,0.000036516907,0.0000277129,0.00056742347,0.00003596104,0.000078156365],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0004814749,0.0001778394,0.0001614986,0.00037991305,0.0007532248,0.00015017112,0.00047320107,0.000117161355,0.000120451194],"category_scores_gemma":[0.000079532765,0.00011309103,0.000046834866,0.00055400556,0.00077122427,0.000527777,0.00062002137,0.00008497277,0.00088287954],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008008082,0.000056235745,0.0030674767,0.0000051306633,0.0000066553935,0.0000019119727,0.00046084134,0.0005869459,0.9887417,0.000025701907,0.00053928496,0.0064280382],"study_design_scores_gemma":[0.00031583468,0.00025691005,0.00027885535,0.000005202525,0.000012098298,0.000014524105,0.00006224325,0.00070670276,0.9844829,0.004318006,0.009385596,0.00016116806],"about_ca_topic_score_codex":0.000016808974,"about_ca_topic_score_gemma":0.000012375087,"teacher_disagreement_score":0.008846311,"about_ca_system_score_codex":0.00047890982,"about_ca_system_score_gemma":0.000033476063,"threshold_uncertainty_score":0.99989504},"labels":[],"label_agreement":null},{"id":"W4415703628","doi":"10.2166/wst.2025.155","title":"Review of full-scale advanced anaerobic digestion in North America","year":2025,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Anaerobic Digestion and Biogas Production","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Zoo","funders":"","keywords":"Biosolids; Anaerobic digestion; Sewerage; Biogas; Metropolitan area; Resource recovery; Effluent; Water quality","score_opus":0.003876360663685532,"score_gpt":0.21749162199296454,"score_spread":0.21361526132927902,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415703628","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9823131,0.005747558,0.0048492774,0.004081796,0.000570564,0.00032201066,0.0000016741037,0.000532269,0.0015817758],"genre_scores_gemma":[0.991942,0.0060293097,0.001777096,0.00014047652,0.0000044780154,0.00002341427,0.0000052912856,0.0000038320095,0.00007412273],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992657,0.0000060963634,0.00021007605,0.00021144215,0.00007976887,0.0002269319],"domain_scores_gemma":[0.99962735,0.0000022359934,0.000021894917,0.00026546593,0.000065517,0.00001755658],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014193742,0.00007882544,0.00015307708,0.00071983866,0.000038700102,0.00000545593,0.00027966092,0.000049054626,0.000012572916],"category_scores_gemma":[0.000035198256,0.000061419116,0.000018530209,0.0027832182,0.00041762728,0.00016107324,0.00006424679,0.00011365441,0.00002066205],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010513298,0.00008444679,0.005674082,0.0007016918,0.0000065058057,0.0000032110104,0.00020903956,0.0078541385,0.729951,0.0046456945,0.00057116104,0.25028852],"study_design_scores_gemma":[0.0005228262,0.00028003464,0.012374908,0.003184467,0.000025982972,0.000023685918,0.00030990207,0.0010841383,0.7388176,0.0011085472,0.24177228,0.0004956602],"about_ca_topic_score_codex":0.0000064732685,"about_ca_topic_score_gemma":0.00006225486,"teacher_disagreement_score":0.24979286,"about_ca_system_score_codex":0.00008192939,"about_ca_system_score_gemma":0.00002411857,"threshold_uncertainty_score":0.2504599},"labels":[],"label_agreement":null},{"id":"W441704","doi":"10.2166/wst.2002.0380","title":"Rivers as urban landscapes: renaissance of the Waterfront","year":2002,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wildlife-Road Interactions and Conservation","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Recreation; Vitality; Shore; Geography; The Renaissance; Environmental planning; Landscape architecture; Natural (archaeology); Cultural landscape; Civil engineering; Environmental resource management; Engineering; Political science; Archaeology; History; Fishery","score_opus":0.007115904868315875,"score_gpt":0.19271878429592113,"score_spread":0.18560287942760526,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W441704","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.978122,0.000015897538,0.00007184869,0.0062823324,0.0002087113,0.000099734425,7.977724e-7,0.00005702145,0.01514165],"genre_scores_gemma":[0.99724936,0.000007411844,0.00025794216,0.00023124585,0.000008354361,0.000012438457,2.4076022e-7,0.0000038030237,0.0022291718],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99902683,0.000012262238,0.00014904463,0.00027544188,0.00024882972,0.00028755868],"domain_scores_gemma":[0.9994128,0.0000047486815,0.000055961078,0.00047444375,0.000021710375,0.000030384439],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00014338372,0.000079585945,0.000080304504,0.000121435,0.000279959,0.000019972596,0.00084429217,0.00005865778,0.001571603],"category_scores_gemma":[0.000038218972,0.000043696935,0.00002830535,0.000919613,0.0013054607,0.0003339046,0.0003685641,0.00011137516,0.0008408414],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006904446,0.00012058137,0.32930198,0.000003360039,0.0000052361543,0.0000041769417,0.0023933598,0.00040301934,0.6422046,0.0011376964,0.013225464,0.011193677],"study_design_scores_gemma":[0.00020646794,0.0001337995,0.020655377,0.000020288564,0.0000087669505,0.00004996537,0.00030890558,0.0031879782,0.82829136,0.0022304635,0.14472474,0.00018187104],"about_ca_topic_score_codex":0.00019192194,"about_ca_topic_score_gemma":0.00005127161,"teacher_disagreement_score":0.3086466,"about_ca_system_score_codex":0.00008991291,"about_ca_system_score_gemma":0.0000063990774,"threshold_uncertainty_score":0.9999371},"labels":[],"label_agreement":null},{"id":"W4417397271","doi":"10.2166/wst.2025.177","title":"Investigation of mechanisms governing turbulence-induced initiation of motion in non-cohesive sediment layers","year":2025,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Key Technologies Research and Development Program; Natural Science Foundation of Zhejiang Province; National Natural Science Foundation of China","keywords":"Turbulence; Acoustic Doppler velocimetry; Turbulence kinetic energy; Reynolds stress; Sediment; Kinetic energy; Suspension (topology); Shear (geology); Eddy","score_opus":0.008465273078841266,"score_gpt":0.21755283160883748,"score_spread":0.20908755852999622,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417397271","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9900026,0.0000060217108,0.007874891,0.0007715605,0.00009987839,0.00018420588,0.0000010080946,0.000028610577,0.0010312625],"genre_scores_gemma":[0.9987324,0.0000052126493,0.0011181887,0.00009774288,0.0000013894756,0.000022689499,0.000003330553,0.0000024831352,0.0000165903],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988841,0.000017170589,0.00029714344,0.00031113805,0.0002466298,0.00024386],"domain_scores_gemma":[0.999657,0.000011876189,0.0001050003,0.00017761732,0.000026594107,0.000021964848],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00057190424,0.000088190216,0.00015128718,0.0005026555,0.000081664664,0.0000040129044,0.00038289497,0.00014672842,0.00007662831],"category_scores_gemma":[0.000035846122,0.00007278668,0.000017239745,0.0014462837,0.00078131334,0.00036484917,0.00012140541,0.00012552988,0.000017452707],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000803694,0.000021736056,0.08122788,0.000016349002,0.0000019523484,0.0000015340039,0.001088218,0.0015560195,0.91416156,0.00091696344,0.0000015573231,0.0009982181],"study_design_scores_gemma":[0.00020953309,0.00010627387,0.025888441,0.0000376219,0.0000074633767,9.057916e-7,0.00023852807,0.0017493644,0.95854455,0.0131462,0.00000822477,0.00006290962],"about_ca_topic_score_codex":0.00012093088,"about_ca_topic_score_gemma":0.000050379855,"teacher_disagreement_score":0.05533944,"about_ca_system_score_codex":0.00012402484,"about_ca_system_score_gemma":0.000040181636,"threshold_uncertainty_score":0.29681548},"labels":[],"label_agreement":null},{"id":"W4687030","doi":"10.2166/wst.2004.0190","title":"Using ozone to reduce recalcitrant compounds and to enhance biodegradability of pulp and paper effluents","year":2004,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Advanced oxidation water treatment","field":"Environmental Science","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Biodegradation; Effluent; Chemistry; Ozone; Pulp and paper industry; Bleach; Organic matter; Wastewater; Pulp (tooth); Environmental chemistry; Environmental engineering; Organic chemistry; Environmental science","score_opus":0.014290520951496513,"score_gpt":0.2919075920067646,"score_spread":0.27761707105526806,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4687030","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98569095,0.000019372545,0.011235536,0.0024541232,0.000052076313,0.00040186202,0.0000030558945,0.000051556886,0.00009149463],"genre_scores_gemma":[0.90615976,0.000006115139,0.093621574,0.00015313338,0.0000025442216,0.000022441674,4.6645897e-7,0.0000058311152,0.000028157801],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99842525,0.000011519206,0.00024032732,0.0006579245,0.000253608,0.00041136055],"domain_scores_gemma":[0.9993784,0.0000056215204,0.00003953809,0.0004051493,0.000020816677,0.00015051622],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027542582,0.00013942379,0.00017291802,0.00022130374,0.00019598388,0.000021782682,0.00033349037,0.000061729384,0.000023392386],"category_scores_gemma":[0.000035113204,0.000099839395,0.000012016168,0.0008760693,0.0015405873,0.00034499122,0.00048060776,0.0000697041,0.000046972687],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024367377,0.000047925532,0.009418693,0.0000030863746,0.0000013982161,0.0000019159597,0.0005963435,0.0009078383,0.9833313,0.000045248275,7.875212e-7,0.00562107],"study_design_scores_gemma":[0.00029028073,0.0002207755,0.007169317,0.000019030796,0.000004784728,0.000022001519,0.00006601027,0.0000265062,0.9876485,0.0040511936,0.0003497418,0.00013186656],"about_ca_topic_score_codex":0.00018686798,"about_ca_topic_score_gemma":0.00004599375,"teacher_disagreement_score":0.08238604,"about_ca_system_score_codex":0.00029017156,"about_ca_system_score_gemma":0.0000130602,"threshold_uncertainty_score":0.56763583},"labels":[],"label_agreement":null},{"id":"W54441924","doi":"10.2166/wst.2005.0326","title":"In-situ monitoring of microbial biomass in wetland mesocosms","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Constructed Wetlands for Wastewater Treatment","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Mesocosm; Biomass (ecology); Rhizosphere; Constructed wetland; Wastewater; Environmental science; Sewage treatment; Environmental chemistry; Wetland; Environmental engineering; Chemistry; Ecology; Nutrient; Biology","score_opus":0.006011827703252746,"score_gpt":0.2188287099928026,"score_spread":0.21281688228954984,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W54441924","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974455,0.000015232063,0.000016962416,0.0012179598,0.00013357514,0.00016797167,0.0000010541586,0.00004159845,0.00096009707],"genre_scores_gemma":[0.9965671,0.0000047194417,0.0032965878,0.0000095980095,0.0000130345,0.000018578401,6.025627e-7,0.000006343992,0.000083487634],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99845845,0.0000124993685,0.0002925141,0.00043824755,0.00022100269,0.000577283],"domain_scores_gemma":[0.9995482,0.0000057033367,0.000044407614,0.00034754944,0.0000072897055,0.0000468541],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002719862,0.00013399974,0.00018261593,0.00078424125,0.000059398924,0.000016354064,0.00066593953,0.000106754014,0.00009346831],"category_scores_gemma":[0.000009122745,0.00009824796,0.00002383756,0.0013824783,0.0012440213,0.00038146484,0.00055097777,0.00012631709,0.00015829054],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003976451,0.000042257576,0.38238642,0.0000011854579,7.509807e-7,0.0000122717975,0.00042912038,0.000051930732,0.61342263,0.0000135919245,0.000002688279,0.0036332144],"study_design_scores_gemma":[0.00049430784,0.00005076404,0.048852734,0.000014118067,0.000002208991,0.00004200455,0.00011909247,0.000028511968,0.94903696,0.0005350508,0.0007117547,0.000112469475],"about_ca_topic_score_codex":0.00038793212,"about_ca_topic_score_gemma":0.0011508175,"teacher_disagreement_score":0.33561438,"about_ca_system_score_codex":0.00043515972,"about_ca_system_score_gemma":0.000017321878,"threshold_uncertainty_score":0.45836484},"labels":[],"label_agreement":null},{"id":"W581588749","doi":"10.2166/wst.2001.0404","title":"Global predictive real-time control of Quebec Urban Community's westerly sewer network","year":2001,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":45,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Combined sewer; Model predictive control; Linear programming; Environmental science; Christian ministry; Operations research; Control (management); Computer science; Environmental engineering; Engineering; Stormwater","score_opus":0.005573662884984142,"score_gpt":0.20403636428664668,"score_spread":0.19846270140166253,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W581588749","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96497124,0.00001531176,0.009881939,0.0016737651,0.0001958371,0.00043108017,0.000012174032,0.00039953896,0.02241909],"genre_scores_gemma":[0.99714327,0.000007740129,0.0007112402,0.00013392487,0.000025285539,0.000039136376,0.000004490808,0.000009792943,0.0019251006],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9977586,0.000104127204,0.0003276917,0.00043280533,0.00045534145,0.0009214121],"domain_scores_gemma":[0.9987217,0.000019288249,0.00010983818,0.0010022457,0.000039129198,0.00010779068],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0008334713,0.0001990763,0.0002598476,0.00021289579,0.00061906653,0.000042908465,0.0017804047,0.00014193723,0.00045268214],"category_scores_gemma":[0.000023256187,0.00015509594,0.000052498806,0.0020919307,0.0044870004,0.0006431106,0.00115457,0.00021852311,0.0006596863],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000058420537,0.00029394266,0.93132514,0.0000045899105,0.000031823925,0.000024247207,0.0014454918,0.00673197,0.04809273,0.0018378344,0.008107526,0.0020462621],"study_design_scores_gemma":[0.0030052504,0.0024953566,0.8554526,0.00008444152,0.00023200779,0.0001721747,0.0014760362,0.013487012,0.009659521,0.02380422,0.08866796,0.0014634148],"about_ca_topic_score_codex":0.011335137,"about_ca_topic_score_gemma":0.0053833653,"teacher_disagreement_score":0.08056044,"about_ca_system_score_codex":0.00061854493,"about_ca_system_score_gemma":0.000026870552,"threshold_uncertainty_score":0.99822223},"labels":[],"label_agreement":null},{"id":"W67309738","doi":"10.2166/wst.2001.0792","title":"Municipal wastewater sludge dewaterability and the presence of microbial extracellular polymer","year":2001,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Pancreatic and Hepatic Oncology Research","field":"Medicine","cited_by":210,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"D-Wave Systems (Canada)","funders":"Engineering and Physical Sciences Research Council","keywords":"Dewatering; Flocculation; Sewage sludge; Extracellular polymeric substance; Pulp and paper industry; Chemistry; Waste management; Sewage treatment; Specific resistance; Activated sludge; Wastewater; Materials science; Engineering; Bacteria; Biology","score_opus":0.020000906334156368,"score_gpt":0.2949146577380684,"score_spread":0.27491375140391205,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W67309738","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9880502,0.00048066778,0.00009792686,0.00993957,0.000071983886,0.0004407022,0.0000012179788,0.0000451816,0.0008725073],"genre_scores_gemma":[0.9966864,0.00009394456,0.0005991352,0.000063929896,0.000022179254,0.000035129407,0.0000011881112,0.00000651292,0.0024915754],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983327,0.000076402575,0.00031177435,0.0003873519,0.00028611557,0.0006056763],"domain_scores_gemma":[0.99893624,0.000071593495,0.000045058307,0.0007185318,0.00013606418,0.00009248897],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0015527543,0.00012287269,0.0004127988,0.00038407336,0.00023328779,0.000017874116,0.00053299434,0.00015957195,0.00014920172],"category_scores_gemma":[0.00018708978,0.00005809087,0.00004440924,0.0005732338,0.010670836,0.00011050598,0.0005106167,0.00029020803,0.000028380764],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003296401,0.00008328049,0.08292483,0.000019373007,0.000014000193,0.0000371138,0.002060217,3.78966e-7,0.9127977,0.0010506993,0.00000962628,0.00067314645],"study_design_scores_gemma":[0.002075898,0.00031015166,0.0030975977,0.000027259217,0.000058571895,0.00068593916,0.00051277905,0.0007061752,0.9892814,0.0017198817,0.0014354408,0.000088890054],"about_ca_topic_score_codex":0.00023740919,"about_ca_topic_score_gemma":0.000020866986,"teacher_disagreement_score":0.079827234,"about_ca_system_score_codex":0.000040320243,"about_ca_system_score_gemma":0.00010001259,"threshold_uncertainty_score":0.99202156},"labels":[],"label_agreement":null},{"id":"W89729604","doi":"10.2166/wst.2001.0586","title":"Abiotic factors affecting inactivation of pathogens in sludge","year":2001,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Wastewater Treatment and Reuse","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Biosolids; Lime; Chemistry; Anoxic waters; Incubation; Fecal coliform; Activated sludge; Salmonella; Microbiology; Food science; Pulp and paper industry; Bacteria; Environmental chemistry; Waste management; Environmental engineering; Environmental science; Sewage treatment; Biology; Ecology; Biochemistry; Water quality","score_opus":0.009522062854546445,"score_gpt":0.2170709035213833,"score_spread":0.20754884066683688,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W89729604","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99829435,0.0000041792755,0.000055157176,0.00040619075,0.0000813731,0.00013545345,4.1191956e-7,0.00006130734,0.0009615957],"genre_scores_gemma":[0.9995127,0.0000045007064,0.00032807287,0.000008828317,0.0000034527689,0.0000035248634,0.0000011476194,0.0000049901855,0.00013280663],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989361,0.000013820657,0.00015930798,0.0003093025,0.00018858268,0.00039284793],"domain_scores_gemma":[0.9996393,0.000009757491,0.000044832115,0.00026588546,0.000007064161,0.00003316416],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024241679,0.000099928264,0.00012226898,0.00044965974,0.00010933303,0.000011929941,0.0003925221,0.00008775518,0.00010674577],"category_scores_gemma":[0.000031496875,0.00006179252,0.000021087493,0.0014215261,0.00079833256,0.00031790888,0.00029723393,0.00009086791,0.0000748274],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000017116624,0.000039021987,0.41906437,8.885112e-7,5.011631e-7,0.0000062365148,0.0009947084,0.00006166464,0.57913023,0.000014392845,9.60885e-7,0.00068530237],"study_design_scores_gemma":[0.00014311571,0.00009027481,0.09643377,0.000007187792,0.0000024683266,0.000011174974,0.00058202713,0.0000612324,0.90199584,0.00051330775,0.00007984782,0.00007974205],"about_ca_topic_score_codex":0.00016345177,"about_ca_topic_score_gemma":0.0001103236,"teacher_disagreement_score":0.32286564,"about_ca_system_score_codex":0.00020479284,"about_ca_system_score_gemma":0.0000070525966,"threshold_uncertainty_score":0.29414895},"labels":[],"label_agreement":null},{"id":"W90949491","doi":"10.2166/wst.2003.0479","title":"Urban drainage and highway runoff in cold climates: conference overview","year":2003,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Smart Materials for Construction","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Snowmelt; Surface runoff; Environmental science; Stormwater; Snow; Urban runoff; Hydrology (agriculture); Drainage; Water resource management; Environmental engineering; Geography; Meteorology; Engineering; Ecology","score_opus":0.011063186799896079,"score_gpt":0.217998979946163,"score_spread":0.20693579314626692,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W90949491","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99407476,0.000049539536,0.00006953458,0.00048359172,0.00030799338,0.0002076957,0.0000015433678,0.00013650405,0.004668858],"genre_scores_gemma":[0.9985992,0.000030431553,0.0011594698,0.00009377803,0.0000046146474,0.000031454063,5.4026725e-7,0.000007529785,0.0000730046],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983796,0.000035962716,0.00022577193,0.0005541128,0.0002185536,0.0005859993],"domain_scores_gemma":[0.9994868,0.000008240959,0.00004684069,0.00037876616,0.000011768868,0.0000675839],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006879918,0.00014439027,0.00017856441,0.00032219657,0.00020442392,0.0000840366,0.00044763926,0.00012275737,0.00042228893],"category_scores_gemma":[0.00006303034,0.00011168035,0.000013727067,0.0009428032,0.0025694338,0.00048825657,0.00040553184,0.000117701326,0.00036075048],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002546861,0.000023459883,0.23897079,0.0000074489076,7.3298884e-7,0.000012727914,0.00033403118,0.000005192996,0.71450144,0.04565143,0.000048738537,0.0004414732],"study_design_scores_gemma":[0.00040217987,0.00011061156,0.022650614,0.00002778845,0.000005226403,0.00013415546,0.00026346822,0.00013368206,0.9291557,0.018914653,0.027887944,0.0003139826],"about_ca_topic_score_codex":0.00011642892,"about_ca_topic_score_gemma":0.00013523216,"teacher_disagreement_score":0.21632017,"about_ca_system_score_codex":0.00017039223,"about_ca_system_score_gemma":0.000021550022,"threshold_uncertainty_score":0.9467185},"labels":[],"label_agreement":null},{"id":"W98603011","doi":"10.2166/wst.2001.0612","title":"UV disinfection for reuse applications in North America","year":2001,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Water Quality Monitoring Technologies","field":"Environmental Science","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Trojan Technologies (Canada)","funders":"","keywords":"Effluent; Environmental science; Reuse; Wastewater; Reclaimed water; Water quality; Environmental engineering; Population; Land reclamation; Waste management; Irrigation; Sewage treatment; Turbidity; Sewage; Water resource management; Engineering; Geography; Ecology","score_opus":0.01768392973732022,"score_gpt":0.2653490249334837,"score_spread":0.2476650951961635,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W98603011","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9773837,0.0000058540013,0.017121274,0.0039178063,0.00009968733,0.00049595913,0.000002303749,0.00066130614,0.0003121111],"genre_scores_gemma":[0.98976046,0.00001672228,0.009536029,0.00003564122,0.000014643488,0.00048627713,0.000004640139,0.000009287285,0.00013628551],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998383,0.000009979995,0.00021530912,0.00057171885,0.00020178642,0.0006182112],"domain_scores_gemma":[0.99886906,0.00001813006,0.000048281476,0.0010057645,0.000017005454,0.000041757994],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027812534,0.00012878192,0.00013593683,0.00055634574,0.00031144958,0.000040840194,0.0015719124,0.000113993694,0.000026946342],"category_scores_gemma":[0.00014290326,0.000096195625,0.00002657581,0.0029216222,0.0020174163,0.00037414583,0.0010187061,0.00015687082,0.00024972073],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006409857,0.0001200827,0.88214105,0.0000033881397,0.0000012915938,0.000003120936,0.00057157705,0.00065700494,0.09235614,0.00035095523,0.00009553406,0.023693435],"study_design_scores_gemma":[0.00041917877,0.00033603975,0.1261073,0.000008135152,0.000009360491,0.0000290018,0.0008946024,0.00058992807,0.63673395,0.05111352,0.18321185,0.0005471258],"about_ca_topic_score_codex":0.00022010201,"about_ca_topic_score_gemma":0.00027865003,"teacher_disagreement_score":0.7560338,"about_ca_system_score_codex":0.0003456132,"about_ca_system_score_gemma":0.000009889829,"threshold_uncertainty_score":0.7433254},"labels":[],"label_agreement":null}]}