{"meta":{"query_hash":"c489ecb55937","filters":{"venue":"Proceedings of the Institution of Civil Engineers - Water Management"},"cohort_total":41,"direct_labels_cover":0,"predictions_cover":41,"exported":41,"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/c489ecb55937","api":"https://metacan.xera.ac/api/v1/cohort?venue=Proceedings+of+the+Institution+of+Civil+Engineers+-+Water+Management"},"results":[{"id":"W1970949691","doi":"10.1680/wama.13.00056","title":"An efficient multi-layer model for pier scour computations","year":2013,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydrology and Sediment Transport Processes","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":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pier; Geology; Geotechnical engineering; Flow (mathematics); Upstream (networking); Terrain; Turbulence; Cylinder; Mechanics; Engineering; Structural engineering","score_opus":0.013133336466139553,"score_gpt":0.2176248504385729,"score_spread":0.20449151397243337,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1970949691","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.79147893,0.000008360254,0.20318896,0.00041683172,0.00011272541,0.0009056212,0.000005443956,0.000043711996,0.0038394416],"genre_scores_gemma":[0.98940253,0.0000041441544,0.009981353,0.00009187562,0.000007955156,0.00012444291,0.0000052547084,0.0000089782225,0.0003734739],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990993,0.0000019508198,0.00025870715,0.00020258599,0.00022870825,0.00020875929],"domain_scores_gemma":[0.99972934,0.0000040842037,0.00007356267,0.00009403529,0.000051219973,0.000047753652],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019518542,0.00012400685,0.00012652653,0.00006427648,0.00012174966,0.000014032375,0.00034301286,0.000046999456,0.00012494005],"category_scores_gemma":[0.0000045083934,0.00008097657,0.00006750486,0.000112856775,0.00019347748,0.00031609306,0.00007334286,0.000056047324,0.000018911094],"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":[0.000011668073,0.00022405735,0.0007110489,0.00017285936,0.000035143992,6.059337e-8,0.0010278181,0.9823954,0.011820957,0.0030866473,0.00033164868,0.00018265558],"study_design_scores_gemma":[0.00055232254,0.000041828338,0.0033713833,0.000034715405,0.00007029899,5.3266405e-7,0.00011664632,0.96626693,0.028006885,0.0010289063,0.00038571234,0.00012382056],"about_ca_topic_score_codex":0.00001769689,"about_ca_topic_score_gemma":0.000007875658,"teacher_disagreement_score":0.19792362,"about_ca_system_score_codex":0.000041787032,"about_ca_system_score_gemma":0.0000038251114,"threshold_uncertainty_score":0.3302129},"labels":[],"label_agreement":null},{"id":"W1980313990","doi":"10.1680/wama.12.00113","title":"New and improved four-parameter non-linear Muskingum model","year":2013,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydrology and Watershed Management Studies","field":"Environmental 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":"Toronto Metropolitan University","funders":"","keywords":"Exponent; Weighting; Constraint (computer-aided design); Applied mathematics; Storage model; Mathematics; Inflow; Estimation theory; Function (biology); Outflow; Mathematical model; Term (time); Power function; Statistics; Mathematical analysis; Computer science; Physics; Mechanics","score_opus":0.007666801421195864,"score_gpt":0.18197384036768832,"score_spread":0.17430703894649247,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1980313990","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8984062,0.000015847749,0.023325695,0.0023371524,0.0002759184,0.0012365393,0.000001393029,0.00006215823,0.07433906],"genre_scores_gemma":[0.98954743,0.000028349401,0.0072391788,0.00015818523,0.000014943271,0.000041181407,6.212147e-7,0.000009259984,0.0029608367],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990581,0.0000022297636,0.0002484592,0.0002335858,0.00020611101,0.00025145782],"domain_scores_gemma":[0.99972063,0.0000047313756,0.00008633873,0.00011871272,0.000019048222,0.00005052523],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017072164,0.0001634371,0.00017496674,0.0000753327,0.00009870648,0.000015848389,0.00030288624,0.000048269358,0.00009762747],"category_scores_gemma":[0.0000106741845,0.000101843456,0.000063181025,0.000104698716,0.0002254231,0.00038203533,0.0007188921,0.00008209012,0.000026175743],"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":[0.00026889378,0.0005552556,0.029280597,0.0029457598,0.0019446868,0.0000044941794,0.014532793,0.61760527,0.21504045,0.022131948,0.07851393,0.017175905],"study_design_scores_gemma":[0.0031765474,0.00028164993,0.026096303,0.00024812418,0.0006070546,0.0000072493713,0.0006029791,0.7857645,0.14103103,0.03094456,0.010258969,0.0009810475],"about_ca_topic_score_codex":0.000107977525,"about_ca_topic_score_gemma":0.000008100891,"teacher_disagreement_score":0.1681592,"about_ca_system_score_codex":0.000041942476,"about_ca_system_score_gemma":0.0000017004846,"threshold_uncertainty_score":0.41530558},"labels":[],"label_agreement":null},{"id":"W1987367160","doi":"10.1680/wama.2008.161.6.375","title":"Assessing performance of a permeable biobarrier","year":2008,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Groundwater flow and contamination studies","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 Waterloo","funders":"","keywords":"Plume; Environmental science; Metric (unit); Flux (metallurgy); Mass flux; Groundwater; BTEX; Contamination; Groundwater contamination; Soil science; Geology; Meteorology; Chemistry; Geotechnical engineering; Engineering; Aquifer; Mechanics; Ethylbenzene","score_opus":0.011368270826563167,"score_gpt":0.19276198066048925,"score_spread":0.18139370983392608,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1987367160","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96760637,0.0000146777775,0.0008553268,0.000088225854,0.000117508884,0.00017144409,8.60127e-7,0.000015766216,0.031129828],"genre_scores_gemma":[0.9973788,0.000034058503,0.00048470387,0.000017989822,0.000007908611,0.000015069177,6.321907e-7,0.000005289278,0.0020555225],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990617,0.0000025317236,0.00026964265,0.00013721905,0.00037372907,0.00015520031],"domain_scores_gemma":[0.999732,0.0000026898354,0.000108712156,0.000089767775,0.000045723613,0.000021078878],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019866384,0.00010350735,0.00015008618,0.00006890745,0.00012782191,0.00000917971,0.00025566746,0.000024942161,0.00007240401],"category_scores_gemma":[0.0000063689026,0.000065134125,0.00006423189,0.00019231056,0.00032290872,0.0005431212,0.00027722365,0.000046506902,0.000007981575],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015539996,0.000766475,0.4326438,0.0033840197,0.0006131793,0.0000043581076,0.019184656,0.06609425,0.44573087,0.011352016,0.005354628,0.014716349],"study_design_scores_gemma":[0.0008151697,0.000107973916,0.233861,0.00024853396,0.00010893246,0.00001182844,0.0012225684,0.0046935324,0.7423248,0.00010797661,0.016224477,0.00027316555],"about_ca_topic_score_codex":0.000023166722,"about_ca_topic_score_gemma":0.0000022793959,"teacher_disagreement_score":0.29659396,"about_ca_system_score_codex":0.00006654437,"about_ca_system_score_gemma":0.0000032789403,"threshold_uncertainty_score":0.26560923},"labels":[],"label_agreement":null},{"id":"W1995947734","doi":"10.1680/wama.14.00145","title":"Determination of appropriate dimensions of submerged vanes","year":2015,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydrology and Sediment Transport Processes","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":"","keywords":"Front (military); Sedimentation; Channel (broadcasting); Flow (mathematics); Marine engineering; Environmental science; Mechanics; Engineering; Geology; Mathematics; Geometry; Sediment; Mechanical engineering; Electrical engineering; Physics; Geomorphology","score_opus":0.010082676098123487,"score_gpt":0.19353759346170227,"score_spread":0.18345491736357877,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1995947734","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98407245,0.000027669788,0.001613329,0.00015435892,0.00017535305,0.00030852595,0.0000030023616,0.00001786025,0.013627432],"genre_scores_gemma":[0.9985348,0.000028548511,0.0011971531,0.000010935456,0.000005288014,0.0000131212355,0.0000026567202,0.000005509991,0.00020199588],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989776,0.0000045233523,0.00037084438,0.00013885715,0.00037275098,0.0001354269],"domain_scores_gemma":[0.999609,0.000003911239,0.00018725029,0.000097207776,0.000066370696,0.000036261004],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038717006,0.000104527426,0.00018509882,0.00008794576,0.000031758667,0.00000202987,0.00028706904,0.00004998677,0.000048949274],"category_scores_gemma":[0.000019621579,0.00006236451,0.00006426477,0.00020790366,0.0003007217,0.00024396511,0.00012940541,0.000052238396,0.0000034267332],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00073127367,0.001913686,0.08260548,0.0055103996,0.0005412759,0.0000043274877,0.018435678,0.22418138,0.6277689,0.030538002,0.0015240117,0.006245632],"study_design_scores_gemma":[0.0009063379,0.00015895424,0.0060580554,0.00015127462,0.00021551731,0.0000022166678,0.0003890305,0.0031269533,0.9817428,0.004415765,0.0026651782,0.00016790957],"about_ca_topic_score_codex":0.00002921107,"about_ca_topic_score_gemma":0.000009855577,"teacher_disagreement_score":0.35397395,"about_ca_system_score_codex":0.000031224554,"about_ca_system_score_gemma":0.000005299974,"threshold_uncertainty_score":0.25431508},"labels":[],"label_agreement":null},{"id":"W2005518147","doi":"10.1680/wama.10.00056","title":"Experimental and numerical simulation of water movement in soil","year":2012,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Soil and Unsaturated Flow","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":"Université Laval","funders":"","keywords":"Macropore; Groundwater recharge; Soil science; Loam; Water content; Soil horizon; Vadose zone; Flow (mathematics); Hydraulic conductivity; Soil water; Water flow; Geology; Hydrology (agriculture); Environmental science; Groundwater; Geotechnical engineering; Mechanics; Aquifer; Chemistry","score_opus":0.007452890458565714,"score_gpt":0.1959876854960173,"score_spread":0.1885347950374516,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2005518147","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99204326,0.00015341507,0.0014987648,0.00003780925,0.00028097306,0.00022365368,0.0000013806261,0.000035691934,0.005725085],"genre_scores_gemma":[0.99974096,0.000009542636,0.00014622505,0.000011091774,0.000023290742,0.000017795815,0.0000021962805,0.0000110276305,0.000037882917],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992231,0.000002149043,0.00029033318,0.00008265124,0.00019555708,0.00020619774],"domain_scores_gemma":[0.9998401,0.00000365122,0.00003056041,0.000061641025,0.000032206342,0.00003183694],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015060225,0.00012222919,0.000158457,0.00014333677,0.00001762202,0.0000064545593,0.00010594861,0.000045261455,0.0000136643],"category_scores_gemma":[0.0000029680123,0.00007519317,0.000043103082,0.000102479135,0.000049423918,0.00026769307,0.00008641565,0.00006648955,0.0000011262244],"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":[0.000033677363,0.00013982033,0.0018196353,0.0007111497,0.000099368364,2.0616422e-7,0.0035208357,0.79027194,0.1999755,0.0029095456,0.00006877956,0.00044956693],"study_design_scores_gemma":[0.00045291634,0.000022786362,0.0021089658,0.00009280209,0.00002560218,4.895373e-7,0.00036743737,0.079915844,0.9163968,0.00010245577,0.00040818602,0.00010570354],"about_ca_topic_score_codex":0.0000090888225,"about_ca_topic_score_gemma":4.001033e-7,"teacher_disagreement_score":0.7164213,"about_ca_system_score_codex":0.00005848699,"about_ca_system_score_gemma":0.0000011080513,"threshold_uncertainty_score":0.30662885},"labels":[],"label_agreement":null},{"id":"W2006808195","doi":"10.1680/wama.12.00102","title":"Determining side-weir discharge coefficient using Anfis","year":2013,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydraulic flow and structures","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":"University of Manitoba","funders":"","keywords":"Weir; Adaptive neuro fuzzy inference system; Discharge coefficient; Coefficient of determination; Linear regression; Regression analysis; Regression; Channel (broadcasting); Inference system; Sensitivity (control systems); Statistics; Environmental science; Mathematics; Hydrology (agriculture); Computer science; Geotechnical engineering; Engineering; Fuzzy logic; Fuzzy control system; Artificial intelligence; Geography; Cartography","score_opus":0.00693309502142182,"score_gpt":0.18284991262570083,"score_spread":0.17591681760427902,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2006808195","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9719006,0.00004787784,0.0072443835,0.00006047671,0.0006654732,0.00046892042,0.0000037499917,0.00013240156,0.01947612],"genre_scores_gemma":[0.99852693,0.000013984957,0.0012456366,0.000017906596,0.0000438271,0.000025321064,0.0000016821378,0.000022397762,0.000102283186],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988681,0.0000023122095,0.00037046644,0.00015679657,0.0003024404,0.000299852],"domain_scores_gemma":[0.9996709,0.0000047589665,0.000060045437,0.0001352624,0.00007544392,0.000053540924],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012638715,0.00019993575,0.00021763852,0.00018281287,0.00007402716,0.000039300106,0.00033680932,0.000056629906,0.000045806108],"category_scores_gemma":[0.000010008842,0.00013119985,0.00010463535,0.000186662,0.000090788446,0.00029709548,0.00014202303,0.00010633749,0.000007378761],"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":[0.0000061670457,0.000042889333,0.0007686358,0.0017809881,0.00024953473,0.0000010898999,0.0021820483,0.82427293,0.16054113,0.006945952,0.0010411846,0.002167461],"study_design_scores_gemma":[0.00069733546,0.00004264914,0.004661609,0.0004917192,0.00014978599,0.000012766528,0.0006918475,0.4610293,0.52689886,0.00069316564,0.004144341,0.00048665647],"about_ca_topic_score_codex":0.000014117507,"about_ca_topic_score_gemma":0.0000018452873,"teacher_disagreement_score":0.3663577,"about_ca_system_score_codex":0.00007686666,"about_ca_system_score_gemma":0.0000037533284,"threshold_uncertainty_score":0.53501743},"labels":[],"label_agreement":null},{"id":"W2011915618","doi":"10.1680/wama.10.00018","title":"Groundwater intrinsic vulnerability and risk mapping","year":2012,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Groundwater and Isotope Geochemistry","field":"Earth and Planetary Sciences","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":"University of Waterloo","funders":"","keywords":"Groundwater; Aquifer; Vulnerability (computing); Environmental science; Hydrology (agriculture); Water resource management; Geology; Computer science; Geotechnical engineering","score_opus":0.008294855537278477,"score_gpt":0.1742055565051828,"score_spread":0.1659107009679043,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2011915618","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9780016,0.00013303293,0.000277939,0.000086313754,0.00030099138,0.00021282272,0.0000061013384,0.000024147337,0.020957049],"genre_scores_gemma":[0.99917394,0.00007313725,0.0004507044,0.000017775094,0.00005780001,0.0000031435982,0.000006319848,0.0000026079242,0.00021456239],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9990932,0.0000067315405,0.00025278158,0.00014878332,0.00022467619,0.00027383288],"domain_scores_gemma":[0.99969417,0.000007863499,0.00008274167,0.00010110111,0.000050372702,0.00006375514],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005562384,0.00012952872,0.00015064573,0.000078381774,0.0001084344,0.000028782644,0.00021063584,0.000042131956,0.0001252819],"category_scores_gemma":[0.000013914212,0.000075297765,0.000057925274,0.00011782584,0.00015849248,0.0004482935,0.0000852726,0.0001094293,0.000008403284],"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":[0.000033247394,0.000064756096,0.9861268,0.0010211602,0.00014378827,2.54063e-7,0.001927578,0.000801394,0.0015797426,0.0012726575,0.00023583663,0.006792813],"study_design_scores_gemma":[0.0005733614,0.000052874966,0.8991846,0.00012606778,0.00014238064,0.000013972308,0.0009099093,0.0008027763,0.08301968,0.0019943418,0.0128874,0.00029267304],"about_ca_topic_score_codex":0.00025693965,"about_ca_topic_score_gemma":0.000023138053,"teacher_disagreement_score":0.08694221,"about_ca_system_score_codex":0.000010368768,"about_ca_system_score_gemma":0.0000028039024,"threshold_uncertainty_score":0.30705535},"labels":[],"label_agreement":null},{"id":"W2018997563","doi":"10.1680/wama.2012.165.3.153","title":"Direct solutions for design of grass-lined channels","year":2012,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydraulic flow and structures","field":"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":"Toronto Metropolitan University","funders":"","keywords":"Dimensionless quantity; Flow (mathematics); Channel (broadcasting); Range (aeronautics); RADIUS; Open-channel flow; Mathematics; Process (computing); Mechanics; Computer science; Geometry; Engineering; Physics","score_opus":0.01672584681662643,"score_gpt":0.20018273488525315,"score_spread":0.18345688806862673,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2018997563","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":[0.19521907,0.0010967457,0.73930866,0.0004244003,0.005491003,0.0037827126,0.00006971682,0.0005393531,0.054068323],"genre_scores_gemma":[0.99677145,0.00003983945,0.002885618,0.0000072374824,0.00007822571,0.0000724956,0.000003244637,0.000017562312,0.00012434629],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990466,0.0000027845858,0.00032229643,0.00009123273,0.0002005764,0.00033651153],"domain_scores_gemma":[0.9996866,0.000012700608,0.00006128775,0.00010226901,0.00009399222,0.00004315919],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038340373,0.00015042095,0.00022471583,0.00016705395,0.000058578586,0.00000793368,0.00025068302,0.000056810142,0.000008087162],"category_scores_gemma":[0.000023301254,0.00010238624,0.000121398654,0.00015493075,0.000076108605,0.00021942252,0.000073840136,0.00005399575,0.0000010016847],"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":[0.000034483004,0.00006656768,0.00006412604,0.0020988348,0.00038629398,6.919218e-8,0.0012987268,0.88833904,0.065114506,0.0380197,0.0041121366,0.0004655208],"study_design_scores_gemma":[0.00092270476,0.0000779625,0.0005847854,0.0002802527,0.0003032917,0.0000025723261,0.00021553415,0.07575221,0.9065053,0.0017024627,0.013319693,0.000333211],"about_ca_topic_score_codex":0.0000035363246,"about_ca_topic_score_gemma":7.4133385e-7,"teacher_disagreement_score":0.8413908,"about_ca_system_score_codex":0.000047087146,"about_ca_system_score_gemma":0.000003988307,"threshold_uncertainty_score":0.41751897},"labels":[],"label_agreement":null},{"id":"W2021537195","doi":"10.1680/wama.2005.158.4.163","title":"Hydraulic performance and stability of coarse rockfill deposits","year":2005,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Dam Engineering and Safety","field":"Engineering","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":"Dalhousie University","funders":"","keywords":"Geology; Geotechnical engineering; Levee; Mining engineering; STREAMS; Flow (mathematics)","score_opus":0.005549185650327529,"score_gpt":0.1638689561154991,"score_spread":0.15831977046517157,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2021537195","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97826785,0.00012668235,0.0017028037,0.00008096158,0.00017377723,0.00025313653,0.000004852172,0.00010527128,0.019284658],"genre_scores_gemma":[0.998572,0.00016962808,0.0011504793,0.0000069755547,0.000020814537,0.00001307242,0.0000015043855,0.000014897551,0.000050656137],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99909097,0.0000016261005,0.00036320902,0.0001260099,0.00022787393,0.00019028173],"domain_scores_gemma":[0.9997001,0.000005252148,0.000050518385,0.00012928215,0.00007413984,0.000040665996],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020548288,0.00015755466,0.00021339128,0.00012303011,0.00003264721,0.0000078874555,0.00022188666,0.00004789032,0.0000065088634],"category_scores_gemma":[0.0000076973465,0.00011424268,0.00006197045,0.00015361127,0.000086319465,0.00026152332,0.000107319356,0.000095826035,0.000001433521],"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":[0.00004897503,0.00012190851,0.0022884503,0.007436055,0.0003100989,3.5329307e-7,0.0020851893,0.90702593,0.06575956,0.00502342,0.0005880577,0.0093119675],"study_design_scores_gemma":[0.0006149404,0.00005327918,0.0070737503,0.00033798922,0.00010206623,0.0000055410896,0.0001270366,0.16161312,0.8237518,0.00005378036,0.0060245013,0.00024221277],"about_ca_topic_score_codex":0.0000035327846,"about_ca_topic_score_gemma":0.000003653803,"teacher_disagreement_score":0.7579922,"about_ca_system_score_codex":0.000057938974,"about_ca_system_score_gemma":0.000003092845,"threshold_uncertainty_score":0.46586812},"labels":[],"label_agreement":null},{"id":"W2032783698","doi":"10.1680/wama.2010.163.10.529","title":"Cedric Masey White and his solution to the pipe flow problem","year":2010,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Water Governance and Infrastructure","field":"Social 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":"White (mutation); Biography; Acknowledgement; Hydraulics; Work (physics); World War II; Field (mathematics); Sociology; White paper; History; Art history; Classics; Engineering; Computer science; Archaeology; Mathematics; Mechanical engineering","score_opus":0.004599108448965687,"score_gpt":0.19363417008071418,"score_spread":0.1890350616317485,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2032783698","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8367655,0.000049887738,0.0027912222,0.026851213,0.0019372768,0.0018443613,0.000017318347,0.00011010567,0.1296331],"genre_scores_gemma":[0.9963621,0.000038088183,0.0017885279,0.00012856426,0.00012259305,0.000028828346,0.0000010630682,0.0000066364346,0.0015236114],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9989776,0.0000052289606,0.00020340724,0.0001620199,0.00040858064,0.00024319027],"domain_scores_gemma":[0.99961567,0.000003513328,0.00009347152,0.000106640044,0.0001286804,0.00005201306],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048545515,0.0001120951,0.00011469861,0.000082371174,0.000274614,0.000056100092,0.0004258493,0.00006033115,0.00003802478],"category_scores_gemma":[0.000028206492,0.00006132945,0.000053354564,0.00023994918,0.00022801057,0.00034998957,0.00019334753,0.0001400618,0.0000049463933],"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":[0.00017473022,0.0002233818,0.0150872655,0.0017571109,0.0004136564,0.0000018810538,0.122382246,0.014375451,0.1502021,0.5751529,0.10197222,0.01825708],"study_design_scores_gemma":[0.00088036305,0.00011565991,0.032318912,0.00034364848,0.00021827935,0.0000048240486,0.0036785079,0.0015419697,0.082316995,0.011193028,0.8668632,0.0005246318],"about_ca_topic_score_codex":0.00012942271,"about_ca_topic_score_gemma":0.00034465437,"teacher_disagreement_score":0.76489097,"about_ca_system_score_codex":0.000049957405,"about_ca_system_score_gemma":0.000014173274,"threshold_uncertainty_score":0.2500942},"labels":[],"label_agreement":null},{"id":"W2033176979","doi":"10.1680/wama.11.00017","title":"Estimates of the Manning's coefficient for ice-covered rivers","year":2012,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Arctic and Antarctic ice dynamics","field":"Earth and Planetary Sciences","cited_by":39,"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","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Ice formation; Hydraulics; Hydrology (agriculture); Snow; Environmental science; Logarithm; Geology; Geotechnical engineering; Atmospheric sciences; Geomorphology; Mathematics; Engineering","score_opus":0.008074063317964562,"score_gpt":0.1866840064074639,"score_spread":0.17860994308949935,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2033176979","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96747166,0.00007690643,0.007486858,0.0005400205,0.0012082641,0.00091534015,0.000058820173,0.000027837059,0.022214288],"genre_scores_gemma":[0.99780875,0.000014298887,0.001913438,0.00003979399,0.000026325735,0.0000031847403,0.000006977556,0.0000031603754,0.00018403809],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9991384,0.00000270731,0.00023994804,0.000098362856,0.00028353016,0.00023701969],"domain_scores_gemma":[0.9996132,0.000021355785,0.00015528091,0.00009440636,0.00008207265,0.000033636916],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031933258,0.000109021785,0.00014225219,0.000062760635,0.00011410507,0.000009159018,0.00036696027,0.00003237961,0.000041851355],"category_scores_gemma":[0.00003054507,0.000057155903,0.000115614195,0.00013722535,0.00020769039,0.00020411938,0.00006951108,0.000054704673,0.0000024224412],"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":[0.00037096415,0.0003858951,0.4263046,0.005718394,0.0008092429,3.8676808e-7,0.010675038,0.4418313,0.0034132663,0.10137762,0.0031497623,0.0059635537],"study_design_scores_gemma":[0.0036422117,0.00046640664,0.54692096,0.0016345364,0.0015643771,0.000022455915,0.008261752,0.22763765,0.16441154,0.009751137,0.034645174,0.0010417958],"about_ca_topic_score_codex":0.000055033168,"about_ca_topic_score_gemma":0.0000054282086,"teacher_disagreement_score":0.21419364,"about_ca_system_score_codex":0.000013198472,"about_ca_system_score_gemma":0.0000080953,"threshold_uncertainty_score":0.23307501},"labels":[],"label_agreement":null},{"id":"W2047569983","doi":"10.1680/wama.13.00094","title":"A bridge pier scour model with non-uniform sediments","year":2014,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydrology and Sediment Transport Processes","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":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pier; Geotechnical engineering; Bridge scour; Geology; Channel (broadcasting); Flow (mathematics); Sediment transport; Sediment; Engineering; Structural engineering; Mechanics; Geomorphology","score_opus":0.0055828363419716176,"score_gpt":0.17799812050405767,"score_spread":0.17241528416208604,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2047569983","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8575503,0.0000043445093,0.027628157,0.00046909178,0.00009775064,0.0004270565,0.0000025903041,0.000041844836,0.113778815],"genre_scores_gemma":[0.9972642,0.000010765433,0.0016676531,0.00014639078,0.000011941839,0.000030284991,0.000002815334,0.000011221336,0.00085469504],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988302,0.0000018427259,0.00025278807,0.00022908268,0.0004291474,0.00025695685],"domain_scores_gemma":[0.9996914,0.0000026806763,0.00009826449,0.00012893352,0.000027483242,0.000051199124],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030918466,0.00016793238,0.00017501652,0.00007051694,0.00009797076,0.000010042528,0.0004212181,0.000052738134,0.00009525367],"category_scores_gemma":[0.000003433909,0.00009919398,0.000057200232,0.00017193278,0.00027555253,0.000389417,0.00014761995,0.000096054006,0.00002011101],"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":[0.00018723746,0.0003438087,0.014385356,0.000872525,0.00023400482,0.0000013351987,0.0020541458,0.9555071,0.014244333,0.0097366115,0.0017208905,0.0007126525],"study_design_scores_gemma":[0.0057394463,0.00072597933,0.039921187,0.00084517716,0.00089017086,0.000017919747,0.0002686285,0.4125994,0.50599235,0.008088729,0.02365847,0.0012524993],"about_ca_topic_score_codex":0.000019329837,"about_ca_topic_score_gemma":0.000012295119,"teacher_disagreement_score":0.54290766,"about_ca_system_score_codex":0.00005244622,"about_ca_system_score_gemma":0.0000047395824,"threshold_uncertainty_score":0.40450132},"labels":[],"label_agreement":null},{"id":"W2055749500","doi":"10.1680/wama.11.00067","title":"Particle-tracking model of outfall plumes in a tidal channel","year":2012,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Coastal and Marine Dynamics","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":"Concordia University","funders":"","keywords":"Effluent; Outfall; Stratification (seeds); Advection; Plume; Environmental science; Water column; Particle (ecology); Hydrology (agriculture); Environmental engineering; Meteorology; Geology; Oceanography; Geotechnical engineering; Geography; Physics","score_opus":0.012893166434475481,"score_gpt":0.18335525367634029,"score_spread":0.1704620872418648,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2055749500","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98370075,0.000048342365,0.0006466624,0.00013674867,0.00017100852,0.00019746591,0.000010465878,0.000014022086,0.0150745055],"genre_scores_gemma":[0.9994307,0.000026329482,0.00027117564,0.000014347337,0.000015980997,0.0000021749352,0.000004090253,0.0000023920252,0.00023276484],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992137,0.000002254185,0.00025531228,0.00008812148,0.00021682966,0.00022376058],"domain_scores_gemma":[0.9997743,0.000004671322,0.000079051315,0.00006010827,0.000045310633,0.000036573427],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028825345,0.0000910858,0.00013870254,0.000097503515,0.000023907129,0.0000074447403,0.00020245877,0.000026884507,0.000018346718],"category_scores_gemma":[0.000010667201,0.000058636884,0.00005613599,0.00014097821,0.000073527786,0.00035318048,0.000083980696,0.000059754595,0.0000021063877],"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":[0.00009682194,0.00016627894,0.14609556,0.0011579093,0.00007928743,3.936307e-7,0.003934415,0.8172465,0.0025002174,0.02295763,0.000054693977,0.005710292],"study_design_scores_gemma":[0.0008203787,0.00007926164,0.123018146,0.00027193356,0.00009024654,0.000002932546,0.0010964072,0.83598965,0.033943642,0.0039945915,0.00041729168,0.00027550556],"about_ca_topic_score_codex":0.000199299,"about_ca_topic_score_gemma":0.0002446739,"teacher_disagreement_score":0.031443425,"about_ca_system_score_codex":0.000007797399,"about_ca_system_score_gemma":0.0000050747644,"threshold_uncertainty_score":0.23911428},"labels":[],"label_agreement":null},{"id":"W2057557818","doi":"10.1680/wama.2011.164.5.257","title":"Direct integration of Manning-based gradually varied flow equation","year":2011,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","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":"Toronto Metropolitan University","funders":"","keywords":"Flow (mathematics); Tracing; Computation; Channel (broadcasting); Mathematics; Simple (philosophy); Open-channel flow; Applied mathematics; Potential flow; Differential equation; Calculus (dental); Mathematical analysis; Mathematical optimization; Geometry; Computer science; Algorithm; Mechanics; Physics","score_opus":0.015225635017746875,"score_gpt":0.18369979672571946,"score_spread":0.16847416170797258,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2057557818","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5115058,0.000109175315,0.25417012,0.000116861964,0.0015128783,0.0011590637,0.000019057,0.00039850565,0.23100851],"genre_scores_gemma":[0.99505925,0.000010209843,0.004789545,0.00001032689,0.000018699113,0.000022159149,0.000007568645,0.000015448839,0.00006680039],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990367,0.0000037176374,0.00038712812,0.00012319512,0.00029205787,0.0001571519],"domain_scores_gemma":[0.9996316,0.000005429905,0.000087885106,0.00012260741,0.00012525836,0.000027248409],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022682629,0.00015997795,0.00020445112,0.00022479649,0.00003350874,0.000009484951,0.00026475883,0.000060347105,0.000030569518],"category_scores_gemma":[0.000019157638,0.00010917422,0.00010128088,0.00020022893,0.00008235013,0.00019421888,0.000042986663,0.000079320635,0.0000014220433],"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":[0.00010926003,0.00011535153,0.00021790252,0.0026996136,0.00040788949,0.0000010324508,0.0064996583,0.8348148,0.10612533,0.044058416,0.0010830442,0.003867714],"study_design_scores_gemma":[0.00042905883,0.000055578257,0.0018971884,0.0002471902,0.00010985393,6.140008e-7,0.00012385391,0.15730515,0.83788043,0.0012596501,0.0005352792,0.00015614227],"about_ca_topic_score_codex":0.000016572334,"about_ca_topic_score_gemma":0.000006138718,"teacher_disagreement_score":0.73175514,"about_ca_system_score_codex":0.00004984798,"about_ca_system_score_gemma":0.0000061006326,"threshold_uncertainty_score":0.44519955},"labels":[],"label_agreement":null},{"id":"W2060561563","doi":"10.1680/wama.12.00028","title":"Reduction of pier scour using bed suction and jet injection","year":2013,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydrology and Sediment Transport Processes","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 Laval","funders":"","keywords":"Flume; Pier; Suction; Geotechnical engineering; Jet (fluid); Geology; Volume (thermodynamics); Turbulence; Sediment transport; Sediment; Levee; Flow (mathematics); Mechanics; Geomorphology; Engineering; Structural engineering","score_opus":0.0066753862183387075,"score_gpt":0.1832562308297053,"score_spread":0.17658084461136658,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2060561563","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99460936,0.000017811659,0.00078040163,0.00016961385,0.00017994095,0.0003153586,6.7816234e-7,0.000017229264,0.0039095837],"genre_scores_gemma":[0.99922514,0.00003105702,0.0005892537,0.0000096897975,0.000013724913,0.000013039839,0.0000012670715,0.000005100617,0.00011174803],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999269,0.0000032001478,0.0002480997,0.0001493309,0.00021022018,0.000120135526],"domain_scores_gemma":[0.99976176,0.0000017512112,0.00011806238,0.000059247934,0.000036662015,0.000022492273],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001951541,0.000095945696,0.00012053397,0.00008674137,0.00006956243,0.0000068116037,0.000115227755,0.00005113705,0.0001369948],"category_scores_gemma":[0.000004891449,0.00006523922,0.000036746595,0.00017232641,0.0002589858,0.00056081987,0.00007149089,0.000059988528,0.0000032429143],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009765402,0.0002461579,0.038424227,0.0012820356,0.00018961035,2.7656083e-7,0.002768455,0.15024006,0.80076706,0.0035884576,0.0004936577,0.0019023345],"study_design_scores_gemma":[0.00070026034,0.00015566999,0.027441185,0.00020466976,0.00023377345,0.000022132743,0.00062078825,0.00929277,0.9571439,0.0031726249,0.0007887983,0.00022339444],"about_ca_topic_score_codex":0.00018383347,"about_ca_topic_score_gemma":0.0000059409244,"teacher_disagreement_score":0.15637687,"about_ca_system_score_codex":0.00004603934,"about_ca_system_score_gemma":0.000002322822,"threshold_uncertainty_score":0.26603782},"labels":[],"label_agreement":null},{"id":"W2063756033","doi":"10.1680/wama.2012.165.3.147","title":"Briefing: Non-iterative solution for positive surge waves","year":2012,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydraulic flow and structures","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":"Toronto Metropolitan University","funders":"","keywords":"Surge; Phenomenon; Momentum (technical analysis); Simple (philosophy); Applied mathematics; Computer science; Mechanics; Mathematical analysis; Mathematics; Physics; Calculus (dental); Meteorology; Epistemology; Economics","score_opus":0.006163395155154567,"score_gpt":0.18944043009682934,"score_spread":0.18327703494167477,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2063756033","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.74022144,0.00043658214,0.15067653,0.0008544723,0.0034382185,0.002559561,0.000077597404,0.00034496363,0.10139066],"genre_scores_gemma":[0.99817944,0.000017646687,0.001430854,0.000025556745,0.00009337824,0.000047771773,0.000008967349,0.00001745431,0.00017893832],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991193,0.0000020343432,0.0002695188,0.00010754219,0.0001937815,0.00030781404],"domain_scores_gemma":[0.9997191,0.000008708303,0.000051103874,0.0000779755,0.00009716523,0.000045964],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020568886,0.000167835,0.0001940333,0.000135194,0.00007602428,0.00001847464,0.00017672402,0.000058219677,0.000008266045],"category_scores_gemma":[0.0000116628635,0.000115147035,0.00011970144,0.00011740114,0.0000881691,0.00038343,0.00006620355,0.00007444222,0.0000016518071],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027579692,0.00036369785,0.0014658835,0.010385564,0.002627848,0.0000013536171,0.03632564,0.21150108,0.40416628,0.2864675,0.035478834,0.010940513],"study_design_scores_gemma":[0.0009471551,0.00006610916,0.0057243323,0.00037249769,0.00020888071,0.000005980053,0.00032351972,0.052656874,0.92125416,0.0014494119,0.016575364,0.00041570902],"about_ca_topic_score_codex":0.0000059243093,"about_ca_topic_score_gemma":0.000001677508,"teacher_disagreement_score":0.5170879,"about_ca_system_score_codex":0.00007705546,"about_ca_system_score_gemma":0.0000033714612,"threshold_uncertainty_score":0.46955597},"labels":[],"label_agreement":null},{"id":"W2072037280","doi":"10.1680/wama.12.00124","title":"Effects of climate change on the thermal regime of a reservoir","year":2014,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydrology and Watershed Management Studies","field":"Environmental Science","cited_by":17,"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 science; Climate change; Inflow; Thermocline; Thermal stratification; Thermal; Stratification (seeds); Ecosystem; Climatology; Temperature gradient; Atmospheric sciences; Hydrology (agriculture); Geology; Meteorology; Oceanography; Ecology; Geography","score_opus":0.0073914892183187635,"score_gpt":0.18202966861796852,"score_spread":0.17463817939964976,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072037280","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90569574,0.000015891917,0.00006900951,0.0019255809,0.00015285141,0.00071013626,0.0000013376634,0.000018613944,0.09141085],"genre_scores_gemma":[0.9994368,0.000090044945,0.000072315444,0.00012834962,0.000016683322,0.00006481748,4.6910975e-7,0.0000074997583,0.00018299842],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989856,0.000016063743,0.00027388375,0.00016613402,0.000338691,0.00021964405],"domain_scores_gemma":[0.99956995,0.000029513138,0.00019183896,0.0001706308,0.000020317624,0.00001777655],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006405309,0.0001389162,0.00021072177,0.00007764288,0.00008871606,0.0000038529006,0.0005014941,0.000039216244,0.000031312495],"category_scores_gemma":[0.000032060663,0.00007086044,0.00009536037,0.00016281872,0.0004435418,0.00014545055,0.0006364009,0.000076068376,0.000010589911],"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":[0.0012468671,0.0017480431,0.04374482,0.015140325,0.0018334636,0.0000043161594,0.022780145,0.08446019,0.15721819,0.6580315,0.008374644,0.0054175043],"study_design_scores_gemma":[0.0017036352,0.00065740413,0.1044099,0.0010158167,0.00047701882,8.9469927e-7,0.00040836565,0.0030067305,0.87286836,0.005331162,0.009751917,0.00036878037],"about_ca_topic_score_codex":0.00002759042,"about_ca_topic_score_gemma":0.0000037800853,"teacher_disagreement_score":0.7156502,"about_ca_system_score_codex":0.000028509989,"about_ca_system_score_gemma":5.816615e-7,"threshold_uncertainty_score":0.28896052},"labels":[],"label_agreement":null},{"id":"W2078433081","doi":"10.1680/wama.14.00030","title":"Discussion: New and improved four-parameter non-linear Muskingum model","year":2014,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Irrigation Practices and Water Management","field":"Agricultural and Biological Sciences","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":"Toronto Metropolitan University","funders":"","keywords":"Islam; Club; Library science; Medicine; Theology; Philosophy; Computer science","score_opus":0.012994980022018916,"score_gpt":0.193827146912857,"score_spread":0.1808321668908381,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2078433081","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9500676,0.000016436852,0.0071634576,0.012401351,0.0004791707,0.0010303953,0.0000059411846,0.00008473843,0.02875093],"genre_scores_gemma":[0.99548185,0.000016730051,0.0018691686,0.00015226794,0.0000706731,0.000013195613,0.000003662559,0.0000016782197,0.002390799],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99908775,0.0000044755334,0.00027150178,0.0002119447,0.0002377634,0.00018653763],"domain_scores_gemma":[0.9996646,0.000009895804,0.00014544674,0.000055286244,0.000067152025,0.000057594454],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003071729,0.00014044491,0.00015646817,0.000032015134,0.00010619738,0.000042700776,0.00028582776,0.00004370247,0.000021983706],"category_scores_gemma":[0.00001875709,0.00004088841,0.00007875937,0.00012486699,0.00006650855,0.00032258674,0.00030355627,0.00007236549,0.0000023631762],"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":[0.00046156018,0.000613762,0.0022473226,0.0024625445,0.0007354491,0.0000016917644,0.004582419,0.053600408,0.6277292,0.11684467,0.009583521,0.18113749],"study_design_scores_gemma":[0.002051966,0.00057799974,0.011826931,0.000546971,0.0005089681,0.000007505654,0.0010441449,0.6498676,0.16650318,0.02899909,0.13711655,0.0009491234],"about_ca_topic_score_codex":0.00003585004,"about_ca_topic_score_gemma":0.000013289772,"teacher_disagreement_score":0.59626716,"about_ca_system_score_codex":0.000017345297,"about_ca_system_score_gemma":0.0000019197419,"threshold_uncertainty_score":0.1667381},"labels":[],"label_agreement":null},{"id":"W2081513063","doi":"10.1680/wama.14.00034","title":"Versatile Muskingum flood model with four variable parameters","year":2014,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","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":"Toronto Metropolitan University","funders":"","keywords":"Hydrograph; Variable (mathematics); Inflow; Computer science; Model selection; Routing (electronic design automation); Flood myth; Applied mathematics; Mathematical optimization; Mathematics; Meteorology; Artificial intelligence; Geography","score_opus":0.006231561645747724,"score_gpt":0.16161658814510135,"score_spread":0.15538502649935362,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2081513063","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6874681,0.0000054871352,0.036343575,0.0011211283,0.00026559737,0.00074146094,0.0000027181788,0.00009372844,0.2739582],"genre_scores_gemma":[0.9920898,0.000007939014,0.0065151155,0.0001413109,0.000008599599,0.00003927493,0.0000011977315,0.000010633522,0.0011861481],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998904,0.0000053614176,0.00022504684,0.0002462334,0.0003400798,0.0002793046],"domain_scores_gemma":[0.9996786,0.0000066134826,0.00010305644,0.00015687455,0.000020834972,0.00003402248],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037474296,0.00016890011,0.00018938657,0.00007905214,0.00013330644,0.000012903412,0.00039896558,0.000041491392,0.000047845333],"category_scores_gemma":[0.000013138563,0.00010087645,0.000056297253,0.00017867358,0.00029903816,0.0002713444,0.00044684202,0.000082904575,0.000016322929],"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":[0.00007811864,0.00010713122,0.0040327106,0.00034497303,0.00027141857,6.193225e-7,0.0015925289,0.9681434,0.0023711643,0.019943036,0.0028801782,0.00023472906],"study_design_scores_gemma":[0.006843515,0.00094550854,0.011056331,0.00077679503,0.0019317268,0.000014183037,0.0013027714,0.71230483,0.16083518,0.048528053,0.053668793,0.0017923149],"about_ca_topic_score_codex":0.000032597854,"about_ca_topic_score_gemma":0.000009715449,"teacher_disagreement_score":0.3046217,"about_ca_system_score_codex":0.00006634046,"about_ca_system_score_gemma":0.0000018673945,"threshold_uncertainty_score":0.41136226},"labels":[],"label_agreement":null},{"id":"W2090132775","doi":"10.1680/wama.2007.160.3.169","title":"Local scour by submerged offset jets","year":2007,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydrology and Sediment Transport Processes","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":"University of Windsor","funders":"","keywords":"Tailwater; Froude number; Offset (computer science); Nozzle; Flume; Geology; Geotechnical engineering; Mechanics; Jet (fluid); Geometry; Flow (mathematics); Mathematics; Engineering; Physics; Aerospace engineering","score_opus":0.0042802409687825544,"score_gpt":0.18102786900517295,"score_spread":0.1767476280363904,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2090132775","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91079295,0.00005515438,0.01829192,0.00065920927,0.00028726732,0.0003946851,0.0000053181293,0.000058026228,0.06945549],"genre_scores_gemma":[0.9989469,0.000027185457,0.000249041,0.00011395248,0.000010053668,0.000009774053,0.0000056307795,0.000008021615,0.0006294143],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987622,0.0000021980513,0.00033312672,0.00020536949,0.00040663502,0.0002904537],"domain_scores_gemma":[0.9997359,0.0000036524043,0.00008987565,0.00009304731,0.000022197557,0.000055353437],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056244264,0.00014280084,0.00014969821,0.0000676426,0.0000886929,0.0000058672604,0.00039769735,0.00006952078,0.000310292],"category_scores_gemma":[0.0000056503036,0.00009435898,0.000069722155,0.00021899691,0.00038834492,0.00027052697,0.00012915357,0.00010399037,0.000026293126],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011911666,0.0025272192,0.09838411,0.0037607923,0.0011443706,0.000025965986,0.0075695785,0.14678209,0.5842918,0.050395854,0.08503121,0.018895825],"study_design_scores_gemma":[0.000860585,0.000091685586,0.0110403225,0.00009600658,0.00013475545,0.0000046207724,0.00031213716,0.0010082028,0.92323995,0.001081982,0.061845962,0.00028378866],"about_ca_topic_score_codex":0.000030668387,"about_ca_topic_score_gemma":0.000025975667,"teacher_disagreement_score":0.33894813,"about_ca_system_score_codex":0.00006915039,"about_ca_system_score_gemma":0.0000026469663,"threshold_uncertainty_score":0.38478473},"labels":[],"label_agreement":null},{"id":"W2100929805","doi":"10.1680/wama.12.00119","title":"Briefing: Direct solution for water surface profile in circular channels","year":2013,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydraulic flow and structures","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":"Toronto Metropolitan University","funders":"","keywords":"Surface (topology); Flow (mathematics); Surface water; Mathematics; Computer science; Mechanics; Materials science; Geometry; Physics; Engineering; Environmental engineering","score_opus":0.00621121527967078,"score_gpt":0.17465591094591545,"score_spread":0.16844469566624468,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2100929805","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9677008,0.00010567665,0.0068324115,0.00052994967,0.0008940907,0.0017958536,0.000007050786,0.0001751275,0.021959065],"genre_scores_gemma":[0.9987145,0.000016808828,0.00076593104,0.000017963643,0.00003639727,0.0001287222,0.000007980025,0.000021937663,0.00028976984],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989411,0.0000026391615,0.00033470744,0.00016769295,0.00021159464,0.0003422476],"domain_scores_gemma":[0.9997327,0.0000045818997,0.00003227554,0.0001081736,0.00008860341,0.000033662625],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021813059,0.00017724253,0.0002269859,0.00014312298,0.000047931368,0.000030333023,0.00025577078,0.00007251827,0.00003376248],"category_scores_gemma":[0.000009304071,0.00011095567,0.00010025363,0.00012128785,0.00005658516,0.00030075578,0.0000802382,0.00008424518,0.00000701343],"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":[0.000016466756,0.000045438574,0.00012883038,0.0034224242,0.00019159386,4.789915e-7,0.002303121,0.69136953,0.29424918,0.0031070504,0.0044725495,0.0006933422],"study_design_scores_gemma":[0.00065645715,0.000029498515,0.0005351111,0.00019978228,0.000046119098,0.0000017203371,0.0001024841,0.15094332,0.8373297,0.0013525273,0.00855555,0.0002477129],"about_ca_topic_score_codex":0.000040441064,"about_ca_topic_score_gemma":0.0000035778096,"teacher_disagreement_score":0.5430805,"about_ca_system_score_codex":0.00008649444,"about_ca_system_score_gemma":0.0000030652761,"threshold_uncertainty_score":0.45246407},"labels":[],"label_agreement":null},{"id":"W2110892531","doi":"10.1680/wama.2007.160.2.83","title":"Estimating time to failure of cast-iron water mains","year":2007,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Water Systems and Optimization","field":"Engineering","cited_by":50,"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":"Mains electricity; Corrosion; Environmental science; Bedding; Geotechnical engineering; Pipe network analysis; Engineering; Reliability engineering; Materials science","score_opus":0.003637109604092326,"score_gpt":0.16769040392988654,"score_spread":0.1640532943257942,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2110892531","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.79683936,0.000027150867,0.13611232,0.00036216195,0.0009826788,0.0013428283,0.000012012905,0.0002614603,0.064060025],"genre_scores_gemma":[0.98995864,0.0000012318989,0.008933226,0.0000096312515,0.000054300683,0.000012650832,0.0000055410096,0.00002450041,0.0010002675],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99875075,0.0000019569795,0.00051005196,0.00014239625,0.0003020659,0.00029280028],"domain_scores_gemma":[0.9996262,0.000003578042,0.00006371296,0.00012999344,0.00012534356,0.000051171202],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044201364,0.00017518482,0.00023269336,0.0002730851,0.000041266812,0.00001724993,0.0002782775,0.00006303053,0.00003997324],"category_scores_gemma":[0.0000074788777,0.000109883265,0.00007988515,0.00018569277,0.00004147232,0.0002226653,0.00013717978,0.00007212784,0.000022076629],"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":[0.000014535408,0.000025902387,0.0000643134,0.0016867408,0.00008866344,8.2929574e-7,0.0018881871,0.9158091,0.07681108,0.0012222462,0.0021861957,0.0002021991],"study_design_scores_gemma":[0.0005087137,0.000064114305,0.0003110196,0.00059119595,0.00009847205,0.0000066715866,0.00025722262,0.07338678,0.9178078,0.00011040544,0.006574591,0.00028298525],"about_ca_topic_score_codex":0.000010041293,"about_ca_topic_score_gemma":0.000011450288,"teacher_disagreement_score":0.8424223,"about_ca_system_score_codex":0.00008520575,"about_ca_system_score_gemma":0.000002210536,"threshold_uncertainty_score":0.44809094},"labels":[],"label_agreement":null},{"id":"W2119591972","doi":"10.1680/wama.14.00028","title":"Multi-criteria optimisation of the Muskingum flood model: a new approach","year":2014,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydrology and Watershed Management Studies","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":"Toronto Metropolitan University","funders":"","keywords":"Outflow; Calibration; Flood myth; Function (biology); Routing (electronic design automation); Process (computing); Mathematical optimization; Computer science; Mathematics; Applied mathematics; Statistics; Meteorology; Physics","score_opus":0.012022317244775333,"score_gpt":0.20011337212936187,"score_spread":0.18809105488458652,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2119591972","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7307747,0.000021526332,0.08935263,0.002639109,0.0007252225,0.001791269,0.000004643631,0.00009649059,0.1745944],"genre_scores_gemma":[0.9906705,0.000011895026,0.0075349114,0.00008455016,0.000015435018,0.000022413979,0.0000012944595,0.00000869433,0.0016503128],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989431,0.0000094611505,0.00030786515,0.00022139442,0.00031962342,0.00019855148],"domain_scores_gemma":[0.99959797,0.000003856004,0.00015589363,0.00019460986,0.000020732961,0.000026925776],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044129306,0.00014983621,0.00018295097,0.00006629438,0.00011533145,0.000009340761,0.00056811544,0.000048367805,0.000037262245],"category_scores_gemma":[0.000023564487,0.00008446558,0.00010595483,0.00017166081,0.00030177116,0.00021078304,0.000727033,0.0000779031,0.0000062045233],"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":[0.000054806955,0.00030076373,0.0029919245,0.00072760496,0.00024616037,9.25152e-8,0.0071122875,0.94307977,0.027484892,0.012015347,0.0053860415,0.0006002964],"study_design_scores_gemma":[0.002658663,0.000096764576,0.013919743,0.00025245946,0.0006008548,0.0000025759653,0.00064564624,0.80554336,0.1600679,0.0065508997,0.009166482,0.0004946755],"about_ca_topic_score_codex":0.000043195094,"about_ca_topic_score_gemma":0.0000073267047,"teacher_disagreement_score":0.25989577,"about_ca_system_score_codex":0.000054318913,"about_ca_system_score_gemma":0.000002430465,"threshold_uncertainty_score":0.34444064},"labels":[],"label_agreement":null},{"id":"W2120160379","doi":"10.1680/wama.14.00005","title":"Non-iterative design method for flexible channels with bends","year":2014,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Geotechnical Engineering and Underground Structures","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":"Carleton University; Toronto Metropolitan University","funders":"","keywords":"Solver; Flexibility (engineering); Channel (broadcasting); Riprap; Sensitivity (control systems); Optimal design; Computer science; Stability (learning theory); Software; Structural engineering; Engineering; Algorithm; Simulation; Geotechnical engineering; Mathematics; Electronic engineering; Statistics; Machine learning","score_opus":0.008155784439743248,"score_gpt":0.20302562704407642,"score_spread":0.19486984260433318,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2120160379","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":[0.004079651,0.000018987059,0.98718154,0.00010594042,0.0003132079,0.000540791,0.0000030315157,0.00020770561,0.0075491206],"genre_scores_gemma":[0.9314523,0.000006946933,0.068031676,0.00001555746,0.000047392234,0.00010868737,0.000002532003,0.000026773994,0.00030815994],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99909234,0.0000025705444,0.00026054613,0.00016893343,0.00021596455,0.0002596551],"domain_scores_gemma":[0.999653,0.000020288659,0.000048382444,0.0001260938,0.00010899932,0.000043244523],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033078407,0.00021179192,0.00025462863,0.00017400338,0.000060107173,0.000030258112,0.00029827582,0.00006930221,0.000004249332],"category_scores_gemma":[0.0000127236835,0.0001298631,0.00009062621,0.0001964075,0.000053029544,0.00016061775,0.000053197677,0.00010793278,6.138885e-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":[0.000029446326,0.000013445301,0.0000021407554,0.00088637316,0.00015766393,8.073184e-8,0.0002930554,0.94668245,0.008774406,0.041910313,0.00052567874,0.00072492764],"study_design_scores_gemma":[0.00086036616,0.00020762315,0.00007662739,0.00028931606,0.00013412637,0.00000457866,0.00008621949,0.5604628,0.42304578,0.0066791484,0.007864453,0.0002889719],"about_ca_topic_score_codex":0.000002921009,"about_ca_topic_score_gemma":5.536733e-7,"teacher_disagreement_score":0.92737263,"about_ca_system_score_codex":0.000047812082,"about_ca_system_score_gemma":0.0000035813919,"threshold_uncertainty_score":0.5295663},"labels":[],"label_agreement":null},{"id":"W2120860132","doi":"10.1680/wama.12.00062","title":"Cobble-bed concentrations and vegetated banks: effects on flow","year":2013,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydrology and Sediment Transport Processes","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; Université Laval","funders":"","keywords":"Cobble; Turbulence; Flume; Hydrology (agriculture); Water column; Imbrication; Geology; STREAMS; Acoustic Doppler velocimetry; Environmental science; Flow (mathematics); Geotechnical engineering; Oceanography; Meteorology; Ecology; Geography; Geometry; Mathematics","score_opus":0.0035388464806027113,"score_gpt":0.16561780531795084,"score_spread":0.16207895883734813,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2120860132","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97183466,0.000027848755,0.0004308519,0.00084375194,0.00015234499,0.00065508217,0.0000014246622,0.00003989991,0.02601414],"genre_scores_gemma":[0.99916327,0.000034133016,0.00033209377,0.00016075546,0.000008835518,0.000059489066,0.0000031594443,0.0000057016605,0.00023258178],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992287,0.0000036805534,0.00019948326,0.00017229588,0.00021891415,0.00017688583],"domain_scores_gemma":[0.99979705,0.000010194795,0.000057163714,0.000071866554,0.000021120999,0.000042628864],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012049018,0.000121370154,0.00012905363,0.00004666503,0.00008981996,0.000013363044,0.00018760534,0.00004658337,0.00020961568],"category_scores_gemma":[0.000007927969,0.00007668363,0.000035916368,0.00012809849,0.00022978298,0.00029753032,0.000071030794,0.000074944,0.000035237757],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039828854,0.0014498803,0.089782715,0.0073572197,0.0012690752,0.000010845932,0.011451288,0.25880668,0.5171538,0.07498466,0.01602063,0.021314926],"study_design_scores_gemma":[0.0017282967,0.0002562712,0.05225026,0.0003271931,0.0002059004,0.0000033978401,0.000101564125,0.011117264,0.92402995,0.0026189866,0.007032127,0.00032880658],"about_ca_topic_score_codex":0.000017404122,"about_ca_topic_score_gemma":0.000004801586,"teacher_disagreement_score":0.40687615,"about_ca_system_score_codex":0.000031834483,"about_ca_system_score_gemma":0.000002147037,"threshold_uncertainty_score":0.31270677},"labels":[],"label_agreement":null},{"id":"W2142844577","doi":"10.1680/wama.12.00048","title":"Bottom outlet dam flow: physical and numerical modelling","year":2013,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydraulic flow and structures","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":"Polytechnique Montréal; McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Froude number; Electrical conduit; Flow (mathematics); Mechanics; Hydraulic structure; Finite element method; Fictitious force; Engineering; Geotechnical engineering; Geology; Structural engineering; Mechanical engineering; Physics","score_opus":0.005223349463586746,"score_gpt":0.17156048283881462,"score_spread":0.16633713337522787,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2142844577","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9092157,0.000079950005,0.065264836,0.00027295577,0.0004095661,0.00050617824,0.0000041770795,0.000175691,0.024070978],"genre_scores_gemma":[0.99709713,0.0000217344,0.0026676513,0.000017717026,0.00005716744,0.000026628884,0.0000015373561,0.000015879254,0.00009453052],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992031,0.0000017494684,0.0002169707,0.00013702514,0.00023290658,0.00020825725],"domain_scores_gemma":[0.9997747,0.000004645328,0.000027457896,0.000092827315,0.000050482726,0.00004990815],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007132792,0.00016019783,0.00019996782,0.00008926811,0.00004270363,0.000028928189,0.00020701188,0.000044960507,0.00001564441],"category_scores_gemma":[0.0000040054374,0.000103050996,0.00007118027,0.000103052334,0.0000786285,0.00023624452,0.00009839118,0.00012945454,0.0000062172235],"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":[0.0000049662785,0.000024039015,0.00005031699,0.0006827111,0.00012766343,3.2458934e-7,0.0013380904,0.97959673,0.006784012,0.008889944,0.0013390048,0.0011622147],"study_design_scores_gemma":[0.00027812284,0.000019672389,0.00031194143,0.00008270921,0.000055996425,0.0000024109258,0.00011105697,0.9525006,0.0415059,0.002679706,0.0022838311,0.00016808374],"about_ca_topic_score_codex":0.000012865055,"about_ca_topic_score_gemma":2.7570243e-7,"teacher_disagreement_score":0.08788149,"about_ca_system_score_codex":0.000030177234,"about_ca_system_score_gemma":0.000001999998,"threshold_uncertainty_score":0.42022976},"labels":[],"label_agreement":null},{"id":"W2149839209","doi":"10.1680/wama.900051","title":"Briefing: Discharge coefficient for sluice gates","year":2010,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydraulic flow and structures","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":"University of Northern British Columbia","funders":"","keywords":"Discharge coefficient; Sluice; Flow (mathematics); Flow coefficient; Mathematics; Mechanics; Engineering; Mechanical engineering; Physics; Nozzle; Geography","score_opus":0.004273987016020841,"score_gpt":0.18162254452891166,"score_spread":0.17734855751289083,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2149839209","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9327086,0.00007831276,0.016701631,0.0006666439,0.002772609,0.0011944036,0.00002442045,0.00029370916,0.04555966],"genre_scores_gemma":[0.99848646,0.000012258485,0.0011179792,0.000024760287,0.00006749695,0.000049253977,0.0000044494727,0.00001988781,0.00021748361],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999108,8.559014e-7,0.00028065513,0.00014116884,0.00022244737,0.00024682775],"domain_scores_gemma":[0.9997127,0.000007785121,0.000044236647,0.0001232044,0.000069665955,0.000042402604],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017952007,0.0001627009,0.00017777373,0.00012098941,0.00006969418,0.000025445854,0.00034654178,0.00006116379,0.000017229002],"category_scores_gemma":[0.000020466812,0.000106062565,0.00011289244,0.00012435054,0.00009340107,0.00013762762,0.00007805264,0.00012576806,0.000002139654],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000050536273,0.00011181478,0.00019907614,0.004340804,0.00044134053,6.7277614e-7,0.002477366,0.2847642,0.46730095,0.22636455,0.011896123,0.002052569],"study_design_scores_gemma":[0.0008287323,0.000040046856,0.0007826969,0.00014465014,0.00012603067,0.000005760917,0.0001568539,0.05242958,0.815664,0.002169715,0.12733032,0.0003216186],"about_ca_topic_score_codex":0.000004272893,"about_ca_topic_score_gemma":0.000006480899,"teacher_disagreement_score":0.34836307,"about_ca_system_score_codex":0.000023636607,"about_ca_system_score_gemma":0.000003819056,"threshold_uncertainty_score":0.43251058},"labels":[],"label_agreement":null},{"id":"W2171960172","doi":"10.1680/wama.2014.167.8.486","title":"Erratum: Particle-tracking model of outfall plumes in a tidal channel","year":2014,"lang":"en","type":"erratum","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Wind and Air Flow Studies","field":"Environmental Science","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":"Concordia University","funders":"","keywords":"Outfall; Tracking (education); Channel (broadcasting); Particle (ecology); Environmental science; Plume; Marine engineering; Oceanography; Meteorology; Geology; Mechanics; Computer science; Physics; Engineering; Telecommunications; Psychology; Environmental engineering","score_opus":0.011197947950816096,"score_gpt":0.1939002475968809,"score_spread":0.1827022996460648,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2171960172","genre_codex":"other","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":[0.31905448,0.0004673353,0.0023757883,0.0026879725,0.009814954,0.0026024485,0.00005738918,0.00016128665,0.6627783],"genre_scores_gemma":[0.98243964,0.00012429168,0.00018927919,0.00003812754,0.00007369042,0.00003828383,0.0000049996934,0.00002115226,0.017070519],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9981409,0.0000052735377,0.000570166,0.00032347284,0.00060773705,0.00035250306],"domain_scores_gemma":[0.99946755,0.0000045981465,0.00027553595,0.00017032088,0.000042351963,0.000039650167],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040975524,0.0002872719,0.00046588044,0.000134533,0.000062077466,0.000015653764,0.0006180074,0.0001409495,0.00002026769],"category_scores_gemma":[0.000025477526,0.00019332362,0.00016788454,0.00022181557,0.00033163285,0.00024078463,0.00071557675,0.0002733245,0.000007229984],"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":[0.00008915829,0.00051758334,0.0022423745,0.005629419,0.0004053059,0.0000022133067,0.0081117945,0.63192374,0.010642097,0.007540703,0.33211184,0.0007837619],"study_design_scores_gemma":[0.005784288,0.0006453383,0.020566966,0.012736488,0.0015560936,0.000008355862,0.004120314,0.65886664,0.15136413,0.024581429,0.11614498,0.0036249394],"about_ca_topic_score_codex":0.000061354214,"about_ca_topic_score_gemma":0.000071495386,"teacher_disagreement_score":0.66338515,"about_ca_system_score_codex":0.00013378006,"about_ca_system_score_gemma":0.000008349124,"threshold_uncertainty_score":0.7883508},"labels":[],"label_agreement":null},{"id":"W2259731919","doi":"10.1680/wama.14.00134","title":"Impacts of biological activities on erosion of sewer sediments","year":2015,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Soil erosion and sediment transport","field":"Agricultural and Biological Sciences","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":"McMaster University","funders":"Natural Science Foundation of Zhejiang Province; National Natural Science Foundation of China","keywords":"Erosion; Sediment; Environmental science; Consolidation (business); Sediment transport; Hydrology (agriculture); Geology; Environmental engineering; Soil science; Geotechnical engineering; Geomorphology","score_opus":0.026113430551920273,"score_gpt":0.20820975177425455,"score_spread":0.18209632122233427,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2259731919","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99319094,0.000020288555,0.000007749146,0.00026533473,0.00019377466,0.00024669152,0.000012108989,0.00002002272,0.006043059],"genre_scores_gemma":[0.99975663,0.000042144657,0.000049533624,0.000033111068,0.000020150763,0.0000071955424,0.00000801456,9.392822e-7,0.000082267994],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99896306,0.0000058328706,0.00031698382,0.00013671981,0.00042847026,0.00014895818],"domain_scores_gemma":[0.9996232,0.000011474658,0.00015771738,0.000041557207,0.00011356647,0.000052500764],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002884245,0.00012177705,0.00021567807,0.000042866883,0.000029834786,0.0000050003946,0.0002681342,0.00006348959,0.00003058402],"category_scores_gemma":[0.000014126297,0.000039285882,0.00011309916,0.00019750831,0.00016362754,0.00011930936,0.00007275593,0.00005639598,0.000001236898],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003390321,0.0006287075,0.016960572,0.00022312341,0.00008246275,3.3102378e-7,0.00083357614,0.00064800674,0.9687633,0.00912345,0.0010850342,0.0013124009],"study_design_scores_gemma":[0.0005065755,0.00055730983,0.051509686,0.00035773194,0.00003931285,5.6625794e-7,0.00093562534,0.000050995986,0.94445515,0.00047183406,0.0010078187,0.00010736945],"about_ca_topic_score_codex":0.000035490757,"about_ca_topic_score_gemma":0.000004804346,"teacher_disagreement_score":0.034549113,"about_ca_system_score_codex":0.000031652366,"about_ca_system_score_gemma":0.000003853098,"threshold_uncertainty_score":0.16020317},"labels":[],"label_agreement":null},{"id":"W2270522139","doi":"10.1680/wama.2011.164.9.463","title":"Design–operation optimisation of run-of-river power plants","year":2011,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Water resources management and optimization","field":"Engineering","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":"University of Toronto","funders":"","keywords":"Penstock; Hydropower; Turbine; Mathematical optimization; Computer science; Engineering; Reliability engineering; Mathematics; Mechanical engineering","score_opus":0.01433164464740065,"score_gpt":0.166481034246499,"score_spread":0.15214938959909835,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2270522139","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.76270926,0.0000819675,0.1719393,0.000035688256,0.0006083189,0.001315322,0.000007656493,0.00015418581,0.063148305],"genre_scores_gemma":[0.9916557,0.00006303479,0.008081824,0.0000042930096,0.000009369628,0.0000156604,0.0000064104743,0.00001649518,0.00014722456],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99901533,0.0000045981433,0.00043539578,0.000117210635,0.00028087344,0.00014656316],"domain_scores_gemma":[0.9996172,0.0000035075595,0.00013693786,0.00011741183,0.00010360202,0.000021332984],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023482706,0.00014788518,0.00019300306,0.0002708308,0.000027848408,0.000008157282,0.0002791478,0.000054070522,0.00004381021],"category_scores_gemma":[0.0000049558184,0.00010760595,0.00006986749,0.00014902104,0.00008901459,0.00034465414,0.00009117671,0.0000519209,0.0000024741285],"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":[0.0000798367,0.000090527705,0.00033265224,0.0011491076,0.00027432194,3.3677327e-7,0.0074407165,0.95781827,0.026005166,0.0060695834,0.00039682904,0.00034262604],"study_design_scores_gemma":[0.00067618047,0.00009332063,0.0018238683,0.000276312,0.00014136167,7.7377007e-7,0.0003772024,0.062418718,0.93309677,0.0004152738,0.0004845494,0.0001956552],"about_ca_topic_score_codex":0.000009462926,"about_ca_topic_score_gemma":7.4235777e-7,"teacher_disagreement_score":0.9070916,"about_ca_system_score_codex":0.000038817874,"about_ca_system_score_gemma":0.0000026459818,"threshold_uncertainty_score":0.43880433},"labels":[],"label_agreement":null},{"id":"W2278251902","doi":"10.1680/wama.2010.163.3.111","title":"Heavy metal contamination of river sediments in Vietnam","year":2010,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Heavy metals in environment","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":"Cadmium; Organic matter; Environmental chemistry; Zinc; Sediment; Environmental science; Nitric acid; Chromium; Wastewater; Irrigation; Contamination; Pollution; Water quality; Environmental engineering; Chemistry; Geology; Agronomy; Inorganic chemistry; Ecology","score_opus":0.005158007385593027,"score_gpt":0.19178941900248483,"score_spread":0.1866314116168918,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2278251902","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9748397,0.0000068094355,0.00031737384,0.00018635982,0.00034745858,0.00051473005,0.0000029033472,0.000011848119,0.023772812],"genre_scores_gemma":[0.99756926,0.000013091893,0.0020304737,0.000027600525,0.000010292311,0.000031127387,0.0000017267388,0.000009392398,0.0003070089],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985473,0.0000070043284,0.00045374394,0.00020851423,0.00057930924,0.00020413462],"domain_scores_gemma":[0.9996161,0.0000063167504,0.00016494791,0.0001598617,0.000015546446,0.000037245634],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00066403294,0.00014317702,0.00020908819,0.000120214754,0.000033376462,0.0000048858647,0.000403821,0.000061742605,0.00023058642],"category_scores_gemma":[0.000024465538,0.00010015349,0.00008540855,0.00020436365,0.00043659625,0.00032582166,0.00038422958,0.0001394047,0.000018086834],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011125322,0.001047763,0.043984417,0.0006303559,0.00020050806,0.000001991439,0.0038297782,0.031622943,0.89895046,0.015071277,0.000654179,0.0038950602],"study_design_scores_gemma":[0.0009310031,0.00007499054,0.12703337,0.00008588395,0.00008685542,0.00000222416,0.000189607,0.0013908264,0.86253524,0.00067328283,0.0068088016,0.00018790444],"about_ca_topic_score_codex":0.000042417865,"about_ca_topic_score_gemma":0.000023945637,"teacher_disagreement_score":0.083048955,"about_ca_system_score_codex":0.0001303501,"about_ca_system_score_gemma":0.000002773073,"threshold_uncertainty_score":0.4084141},"labels":[],"label_agreement":null},{"id":"W2742527331","doi":"10.1680/jwama.16.00118","title":"Evaluating the longer term benefits of sustainable drainage","year":2017,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","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":"Stantec (Canada)","funders":"Engineering and Physical Sciences Research Council","keywords":"Risk analysis (engineering); Value of information; Drainage; Term (time); Value (mathematics); Flood myth; Environmental planning; Environmental resource management; Business; Computer science; Environmental economics; Environmental science; Economics; Geography","score_opus":0.020441047744410298,"score_gpt":0.24405032733660006,"score_spread":0.22360927959218976,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2742527331","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.82497007,0.000027828379,0.0003809858,0.0008022002,0.00023530377,0.0010601023,0.0000037192829,0.000031355834,0.17248842],"genre_scores_gemma":[0.99201685,0.00001109841,0.00051934546,0.000026868087,0.000023038632,0.00006234339,0.0000013098311,0.000013718709,0.0073254216],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","domain_scores_codex":[0.99827665,0.000008078347,0.00040560254,0.00025622116,0.00068450987,0.0003689593],"domain_scores_gemma":[0.9989463,0.000008956994,0.00040133865,0.00053110527,0.00007682978,0.00003547374],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010098203,0.0001815903,0.00019681588,0.00009612682,0.00054070854,0.00006517241,0.0014832199,0.000041999683,0.00013140385],"category_scores_gemma":[0.00006954799,0.000105414794,0.00013071446,0.00015384053,0.00068509753,0.000709842,0.0018908335,0.00010399513,0.000014686022],"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":[0.0001942582,0.0007245909,0.028834883,0.003320006,0.00089079875,0.000005416556,0.016914835,0.2148638,0.06315605,0.65645003,0.009932495,0.0047128396],"study_design_scores_gemma":[0.0043327697,0.0007344033,0.6127863,0.001158131,0.0017859748,0.00001156865,0.008198918,0.012839546,0.31074882,0.023947299,0.02200078,0.001455523],"about_ca_topic_score_codex":0.000105527535,"about_ca_topic_score_gemma":0.000013963653,"teacher_disagreement_score":0.63250273,"about_ca_system_score_codex":0.00017125282,"about_ca_system_score_gemma":0.0000047234053,"threshold_uncertainty_score":0.42986906},"labels":[],"label_agreement":null},{"id":"W2770296624","doi":"10.1680/jwama.17.00039","title":"Non-uniform flow over cobble bed with submerged vegetation strip","year":2017,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydrology and Sediment Transport Processes","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 Northern British Columbia","funders":"","keywords":"Cobble; Flume; Geology; Hydrology (agriculture); Vegetation (pathology); Flow (mathematics); Soil science; Geotechnical engineering; Geometry; Mathematics","score_opus":0.005508518926896605,"score_gpt":0.18464322520871929,"score_spread":0.17913470628182268,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2770296624","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9333019,0.0000075826815,0.0018240799,0.0003348873,0.00017842453,0.00042178275,0.0000019574927,0.000026607566,0.06390276],"genre_scores_gemma":[0.9987097,0.000021101561,0.0007419899,0.000037106547,0.000013048433,0.000029514262,0.000004016002,0.000008286051,0.00043528082],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99901646,0.0000012552048,0.00022122287,0.0001925954,0.00035858568,0.00020985185],"domain_scores_gemma":[0.9995893,0.0000016961769,0.0001664896,0.00017480039,0.00002905902,0.000038601574],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024191987,0.00013957362,0.00015191601,0.000052135376,0.00025369928,0.000024107947,0.0005099399,0.000052615324,0.00012760564],"category_scores_gemma":[0.0000059253457,0.00008482404,0.000051287756,0.00008253863,0.0003427187,0.000661275,0.00013268628,0.00008620356,0.000012753947],"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":[0.0010578891,0.0011086845,0.2802194,0.004518653,0.0011146393,0.000015067813,0.007695566,0.5775548,0.102353975,0.016697874,0.0031456253,0.004517786],"study_design_scores_gemma":[0.004253122,0.00036507688,0.34579667,0.0005637524,0.00054413336,0.00000580389,0.00022763514,0.038413487,0.59537005,0.00223137,0.011550884,0.00067802565],"about_ca_topic_score_codex":0.00003863611,"about_ca_topic_score_gemma":0.00007028975,"teacher_disagreement_score":0.53914136,"about_ca_system_score_codex":0.000051052608,"about_ca_system_score_gemma":0.000004745619,"threshold_uncertainty_score":0.34590238},"labels":[],"label_agreement":null},{"id":"W2787944547","doi":"10.1680/jwama.17.00004","title":"Characteristics of the flow field downstream of free and submerged hydraulic jumps","year":2018,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydraulic flow and structures","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":"University of Alberta","funders":"","keywords":"Froude number; Hydraulic jump; Turbulence; Mechanics; Free surface; Turbulence kinetic energy; Shear stress; Open-channel flow; Flow (mathematics); Jet (fluid); Geology; Geotechnical engineering; Physics","score_opus":0.003646221481684145,"score_gpt":0.16505878998237047,"score_spread":0.16141256850068633,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2787944547","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9782056,0.000055726556,0.0008510193,0.00025389562,0.00071580627,0.00031060856,0.000018754768,0.00003938097,0.019549163],"genre_scores_gemma":[0.9993797,0.000067534456,0.0003684322,0.000022670592,0.00005490319,0.000007753791,0.0000012709387,0.0000112988255,0.000086425425],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99907863,0.0000029961875,0.00038276514,0.00011168532,0.00025996703,0.00016395461],"domain_scores_gemma":[0.9995333,0.000006689222,0.00010040972,0.00022071604,0.000110670095,0.000028211087],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014347138,0.0001490599,0.00023975018,0.00010656883,0.000042779033,0.000008101024,0.000445489,0.000065990665,0.000021300157],"category_scores_gemma":[0.00004076738,0.00008756744,0.00009125811,0.0001691345,0.00022229755,0.000103237566,0.00020558883,0.000094919415,5.114893e-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":[0.000483348,0.00044731257,0.018427862,0.029356934,0.0034452598,0.0000032627677,0.02181602,0.073777385,0.69588435,0.08022256,0.036912613,0.03922309],"study_design_scores_gemma":[0.0005976273,0.0000898811,0.020383496,0.00038134726,0.00017672329,0.0000033652243,0.00011873521,0.012989153,0.9589384,0.0011276194,0.005006394,0.00018723113],"about_ca_topic_score_codex":0.000019514811,"about_ca_topic_score_gemma":0.000011319718,"teacher_disagreement_score":0.26305407,"about_ca_system_score_codex":0.000019657009,"about_ca_system_score_gemma":0.000004787683,"threshold_uncertainty_score":0.35708964},"labels":[],"label_agreement":null},{"id":"W2937267300","doi":"10.1680/jwama.17.00059","title":"Development of a solar electrocoagulation technology for decentralised water treatment","year":2019,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","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":"Institut National de la Recherche Scientifique; Université Laval","funders":"","keywords":"Electrocoagulation; Turbidity; Environmental science; Photovoltaic system; Charge controller; Materials science; Environmental engineering; Ultraviolet; Intensity (physics); Current (fluid); Current density; Radiant intensity; Power (physics); Radiation; Optoelectronics; Electrical engineering; Battery (electricity); Optics; Physics; Engineering","score_opus":0.005972659191508165,"score_gpt":0.19597520219810466,"score_spread":0.1900025430065965,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2937267300","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9879335,0.000007967698,0.008099925,0.0003015456,0.00011002297,0.0016257052,0.0000031516754,0.000037853748,0.0018803299],"genre_scores_gemma":[0.97891265,0.000008763961,0.020312281,0.000010821381,0.0000047904114,0.00016046759,0.000014398952,0.0000128341035,0.00056300947],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987473,0.0000024180881,0.0004377662,0.00024631224,0.0002805478,0.00028567036],"domain_scores_gemma":[0.99962014,0.0000035760056,0.00014821887,0.00015197709,0.00004814674,0.000027969576],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014753193,0.00017904308,0.0002250295,0.00014620411,0.00006380195,0.000006255253,0.0002610223,0.000056843273,0.0000975344],"category_scores_gemma":[0.0000034522425,0.00010066721,0.00008867059,0.00016082094,0.00009698455,0.00028014387,0.0001666383,0.00003199459,0.000020764512],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012267724,0.0002950632,0.0037356666,0.00032554727,0.00022846517,1.372502e-7,0.0019321548,0.029035743,0.95639676,0.0048152804,0.000037481546,0.0030750122],"study_design_scores_gemma":[0.0011531413,0.0001221435,0.0009684323,0.000053423148,0.000070421556,9.2188105e-7,0.00015637283,0.00058033987,0.98197985,0.0010001317,0.013793711,0.00012111862],"about_ca_topic_score_codex":0.0000044620897,"about_ca_topic_score_gemma":0.000005631755,"teacher_disagreement_score":0.028455403,"about_ca_system_score_codex":0.00042254283,"about_ca_system_score_gemma":0.0000065679246,"threshold_uncertainty_score":0.41050896},"labels":[],"label_agreement":null},{"id":"W3195554868","doi":"10.1680/jwama.20.00109","title":"Scouring of sand beds by short impinging turbulent jets","year":2021,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydrology and Sediment Transport Processes","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 Alberta","funders":"","keywords":"Dimensionless quantity; Jet (fluid); Turbulence; Mechanics; Erosion; Geometry; Angle of repose; Geology; Geotechnical engineering; Physics; Mathematics; Geomorphology","score_opus":0.0053494271423065575,"score_gpt":0.1857002957996992,"score_spread":0.18035086865739267,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3195554868","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9676097,0.00015000295,0.0012580393,0.0004816638,0.0001317422,0.00020205653,0.0000032615728,0.00002508301,0.030138468],"genre_scores_gemma":[0.9991373,0.00009236887,0.0003959224,0.000048844,0.000009423451,0.000011331084,0.0000050115414,0.000007925127,0.00029187583],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988485,0.0000030521155,0.00034698515,0.00021370982,0.00037217166,0.00021558136],"domain_scores_gemma":[0.99973977,0.0000051191746,0.00007651672,0.00010672379,0.00003464343,0.000037201306],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026278224,0.00013385969,0.00019162885,0.000056927194,0.00007068289,0.000007908631,0.000298374,0.00005212979,0.00022837408],"category_scores_gemma":[0.000009535396,0.00009615835,0.000086138796,0.00020514081,0.00020863398,0.0002538357,0.00018212823,0.00008785485,0.000003544005],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000087469045,0.0005614517,0.03677251,0.0026265513,0.000494398,0.000009661522,0.0036929618,0.110331625,0.83691293,0.0038634115,0.0031632148,0.0014838179],"study_design_scores_gemma":[0.0002648098,0.000027572542,0.0016679008,0.00017850316,0.00010383557,0.000005191747,0.00015632814,0.0005852543,0.9922085,0.00029125568,0.0043893894,0.00012145342],"about_ca_topic_score_codex":0.000010192001,"about_ca_topic_score_gemma":0.0000029443672,"teacher_disagreement_score":0.15529557,"about_ca_system_score_codex":0.000050914645,"about_ca_system_score_gemma":0.0000051924258,"threshold_uncertainty_score":0.39212236},"labels":[],"label_agreement":null},{"id":"W3202678415","doi":"10.1680/jwama.21.00047","title":"Reservoir management under different operating water levels, operation policies and climate change conditions","year":2021,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Water resources management 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 Regina","funders":"","keywords":"Hydropower; Environmental science; Climate change; Hydrology (agriculture); Water resources; Water resource management; Current (fluid); Drainage basin; Water level; Geography; Oceanography; Geology; Ecology","score_opus":0.018658017846604216,"score_gpt":0.20884058258252453,"score_spread":0.19018256473592032,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3202678415","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9645629,0.00014042959,0.0032156594,0.0012984549,0.0004545579,0.0009813595,0.000021044076,0.00019926997,0.02912636],"genre_scores_gemma":[0.9982132,0.0004100274,0.00059252983,0.00007805142,0.000051680196,0.000110397676,0.000049082624,0.000028081617,0.00046698938],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987343,0.0000079313295,0.00039365556,0.00022290701,0.00031063546,0.00033057306],"domain_scores_gemma":[0.99965715,0.0000034711475,0.00004341361,0.00015587568,0.00009699883,0.00004309219],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017527057,0.00023063438,0.0002177354,0.00023273258,0.00018057723,0.00012004827,0.00021906562,0.000053099247,0.00004486849],"category_scores_gemma":[0.0000023935881,0.00014808144,0.000071574985,0.00015697135,0.00007838633,0.00048091274,0.000472386,0.00009111993,0.0000044134235],"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":[0.000019333876,0.00015692727,0.0012964703,0.006138433,0.0007529008,0.0000058496516,0.0058133854,0.7892568,0.039726876,0.15556557,0.0007274448,0.00054000015],"study_design_scores_gemma":[0.0027264373,0.00008852886,0.029803365,0.0014800751,0.000755508,0.000014162491,0.005111036,0.13382559,0.81603634,0.002344212,0.006773885,0.0010408829],"about_ca_topic_score_codex":0.0000050024264,"about_ca_topic_score_gemma":0.00001310484,"teacher_disagreement_score":0.77630943,"about_ca_system_score_codex":0.000077183846,"about_ca_system_score_gemma":0.0000011292625,"threshold_uncertainty_score":0.6038586},"labels":[],"label_agreement":null},{"id":"W4240011206","doi":"10.1680/jwama.14.00028","title":"Multi-criteria optimisation of the Muskingum flood model: a new approach","year":2014,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydrology and Watershed Management Studies","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":"Outflow; Calibration; Flood myth; Function (biology); Routing (electronic design automation); Process (computing); Mathematics; Mathematical optimization; Computer science; Applied mathematics; Statistics; Meteorology; Physics","score_opus":0.012022317244775333,"score_gpt":0.20011337212936187,"score_spread":0.18809105488458652,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4240011206","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7307747,0.000021526332,0.08935263,0.002639109,0.0007252225,0.001791269,0.000004643631,0.00009649059,0.1745944],"genre_scores_gemma":[0.9906705,0.000011895026,0.0075349114,0.00008455016,0.000015435018,0.000022413979,0.0000012944595,0.00000869433,0.0016503128],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989431,0.0000094611505,0.00030786515,0.00022139442,0.00031962342,0.00019855148],"domain_scores_gemma":[0.99959797,0.000003856004,0.00015589363,0.00019460986,0.000020732961,0.000026925776],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044129306,0.00014983621,0.00018295097,0.00006629438,0.00011533145,0.000009340761,0.00056811544,0.000048367805,0.000037262245],"category_scores_gemma":[0.000023564487,0.00008446558,0.00010595483,0.00017166081,0.00030177116,0.00021078304,0.000727033,0.0000779031,0.0000062045233],"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":[0.000054806955,0.00030076373,0.0029919245,0.00072760496,0.00024616037,9.25152e-8,0.0071122875,0.94307977,0.027484892,0.012015347,0.0053860415,0.0006002964],"study_design_scores_gemma":[0.002658663,0.000096764576,0.013919743,0.00025245946,0.0006008548,0.0000025759653,0.00064564624,0.80554336,0.1600679,0.0065508997,0.009166482,0.0004946755],"about_ca_topic_score_codex":0.000043195094,"about_ca_topic_score_gemma":0.0000073267047,"teacher_disagreement_score":0.25989577,"about_ca_system_score_codex":0.000054318913,"about_ca_system_score_gemma":0.000002430465,"threshold_uncertainty_score":0.34444064},"labels":[],"label_agreement":null},{"id":"W4366588262","doi":"10.1680/jwama.22.00002","title":"Optimised multi-objective design of weir structures","year":2023,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydraulic flow and structures","field":"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":"Water Security Agency","funders":"","keywords":"Weir; Piping; Stability (learning theory); Hydraulic structure; Computer science; Civil engineering; Geotechnical engineering; Geology; Structural engineering; Engineering; Mechanical engineering","score_opus":0.012274475191753878,"score_gpt":0.2004941750106635,"score_spread":0.18821969981890962,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366588262","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85404265,0.00023679825,0.10906807,0.00021169164,0.0024250057,0.0025015285,0.00004685981,0.0009974869,0.030469906],"genre_scores_gemma":[0.99574965,0.000060806433,0.003946852,0.0000066507628,0.000023906874,0.000026492773,0.000003230571,0.000021431497,0.00016095884],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989599,0.0000041184585,0.00034888572,0.00014745798,0.00030348578,0.00023613736],"domain_scores_gemma":[0.99965936,0.000010484038,0.00006703601,0.00012937878,0.00009875843,0.00003495681],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002003973,0.00018719016,0.00025215087,0.00029868537,0.000043153635,0.000011291207,0.00037288104,0.000069381524,0.00001770377],"category_scores_gemma":[0.00002037429,0.00012488064,0.00010742126,0.0003672526,0.000115505165,0.00014500943,0.00011407272,0.00010311517,0.000002812202],"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":[0.000022423557,0.000012873758,0.000036106467,0.00097318663,0.00023982742,7.637913e-7,0.0014310739,0.94316286,0.04789246,0.0047141067,0.0011025628,0.00041176152],"study_design_scores_gemma":[0.0010361244,0.00005194969,0.004038609,0.00020809264,0.00012429079,0.000002610428,0.0005691184,0.18373506,0.8068519,0.0021329832,0.00097625336,0.00027295714],"about_ca_topic_score_codex":0.0000064646956,"about_ca_topic_score_gemma":0.0000012684527,"teacher_disagreement_score":0.7594278,"about_ca_system_score_codex":0.00004993903,"about_ca_system_score_gemma":0.0000063469374,"threshold_uncertainty_score":0.5092485},"labels":[],"label_agreement":null},{"id":"W4404421921","doi":"10.1680/jwama.2024.177.6.359","title":"Editorial: Navigating uncharted waters: the risks of machine learning in the hands of non-experts","year":2024,"lang":"en","type":"editorial","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Flood Risk Assessment and Management","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":"Computer science; Data science; Artificial intelligence","score_opus":0.00777854982675717,"score_gpt":0.2452136990531475,"score_spread":0.23743514922639034,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404421921","genre_codex":"editorial","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"editorial","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.047263354,0.00023573103,0.00029742226,0.0012805738,0.92566454,0.0030435775,0.000045969555,0.0000900453,0.022078764],"genre_scores_gemma":[0.9306519,0.00043564383,0.00015455703,0.000015255705,0.06789161,0.00013418746,0.0000475731,0.000040809697,0.00062848226],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9965629,0.000029745566,0.00085954485,0.0003800456,0.00182256,0.00034522862],"domain_scores_gemma":[0.9989916,0.00007120072,0.0005251195,0.00029750477,0.00008720329,0.000027373937],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002007903,0.0003656712,0.0004715272,0.00015613998,0.000121094214,0.00005456792,0.0014317356,0.00021092569,0.000032250464],"category_scores_gemma":[0.000080519734,0.00017623263,0.00024187272,0.0005163667,0.00041175119,0.00025412743,0.0011336894,0.00073902897,0.000005206863],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007836469,0.00018996515,0.0004464702,0.0024932018,0.00035789053,0.000001541256,0.0079452805,0.037946258,0.0028887505,0.00045659227,0.94649786,0.0006978221],"study_design_scores_gemma":[0.0018533298,0.00043614378,0.0002981862,0.0032485153,0.0009516495,6.0586234e-7,0.003850386,0.008731827,0.021163613,0.0009776828,0.957931,0.0005570832],"about_ca_topic_score_codex":0.0009935828,"about_ca_topic_score_gemma":0.00007243774,"teacher_disagreement_score":0.8833885,"about_ca_system_score_codex":0.00018201543,"about_ca_system_score_gemma":0.00001590562,"threshold_uncertainty_score":0.7186558},"labels":[],"label_agreement":null},{"id":"W4405004151","doi":"10.1680/jwama.23.00049","title":"Applying neural networks combined with Monte Carlo simulation in dam operations to obtain operational, economic and environmental gains","year":2024,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Water Systems 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":"Impact","funders":"","keywords":"Metropolitan area; Water supply; Artificial neural network; Monte Carlo method; Water resources; Work (physics); Resource (disambiguation); Computer science; Environmental science; Environmental economics; Engineering; Environmental engineering; Artificial intelligence; Geography; Mathematics","score_opus":0.006275404183701188,"score_gpt":0.1827866920466151,"score_spread":0.17651128786291392,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405004151","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95979446,0.00013033037,0.03682824,0.00018108614,0.00038259896,0.00153958,0.00001251796,0.00009875428,0.0010324068],"genre_scores_gemma":[0.9992649,0.00002143609,0.00037330828,0.000013754072,0.00003015393,0.00015805937,0.000010175325,0.000017255623,0.00011099014],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99936074,0.0000028101226,0.00025815956,0.00014448763,0.00010881714,0.00012500398],"domain_scores_gemma":[0.99988246,0.0000045883394,0.000013337799,0.000058931353,0.000012516179,0.000028174127],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011904005,0.00012552952,0.00012516219,0.00018067002,0.000045768895,0.00007105979,0.00009190858,0.000032730753,0.0000039101037],"category_scores_gemma":[0.0000012189084,0.00008892155,0.000023906892,0.00009999672,0.000026676244,0.00037243622,0.00005563052,0.00006438963,8.439478e-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":[0.000011415603,0.000009027992,0.00034639708,0.00020487778,0.0000466957,4.9187906e-7,0.00069231575,0.99637216,0.00032856024,0.0017911872,0.00008277114,0.00011412011],"study_design_scores_gemma":[0.00026323358,0.00003470988,0.00053864234,0.0001531556,0.000025001329,0.0000014561069,0.00020179152,0.9970338,0.0011157643,0.000008106128,0.00051454734,0.0001097961],"about_ca_topic_score_codex":0.000020373307,"about_ca_topic_score_gemma":0.00009381977,"teacher_disagreement_score":0.03947038,"about_ca_system_score_codex":0.00013915573,"about_ca_system_score_gemma":0.0000029594505,"threshold_uncertainty_score":0.36261156},"labels":[],"label_agreement":null}]}