{"meta":{"query_hash":"1cb5618e6bf0","filters":{"venue":"Journal of Hydraulic Research"},"cohort_total":84,"direct_labels_cover":0,"predictions_cover":84,"exported":84,"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/1cb5618e6bf0","api":"https://metacan.xera.ac/api/v1/cohort?venue=Journal+of+Hydraulic+Research"},"results":[{"id":"W1963802026","doi":"10.1080/00221681003726205","title":"An experimental study of mounds formed by dumping coarse sediment in channel flow","year":2010,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","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":"Froude number; Geology; Deposition (geology); Sediment; Hydrology (agriculture); Plume; Geomorphology; Buoyancy; Flux (metallurgy); Flume; Sediment transport; Heap (data structure); Flow (mathematics); Soil science; Mechanics; Geotechnical engineering; Materials science; Meteorology; Physics","score_opus":0.0355479028337612,"score_gpt":0.3534775749021178,"score_spread":0.3179296720683566,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1963802026","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99803036,0.00008826548,0.000037643073,0.0002595101,0.0001486086,0.00028656414,0.0000015769328,0.0000046730556,0.0011428163],"genre_scores_gemma":[0.9996113,0.000021399715,0.0001525285,0.000059964277,0.00005971002,0.000016766113,0.0000022444444,0.000012780841,0.00006328051],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99726343,0.0001996905,0.00058675586,0.00022723683,0.0012921493,0.0004307412],"domain_scores_gemma":[0.99925125,0.00009690891,0.0001570838,0.00023449822,0.00004602125,0.00021423007],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.003138048,0.00012422232,0.00028028546,0.00022473873,0.00013789337,0.000025821671,0.00065165036,0.00010615071,0.0013400408],"category_scores_gemma":[0.00004570256,0.00010108893,0.000049404392,0.0003978709,0.00029652737,0.00062347087,0.00008739167,0.0009303354,0.000020316975],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00089430163,0.014256987,0.12983151,0.000026781536,0.00006149876,0.00030273304,0.022551166,0.0098729255,0.8175996,0.0000067946585,0.0021357895,0.002459945],"study_design_scores_gemma":[0.018017957,0.035127062,0.10624375,0.0001413396,0.00006413073,0.0002769811,0.03598975,0.04590408,0.7493878,0.0014979201,0.0063841417,0.00096505845],"about_ca_topic_score_codex":0.00034856246,"about_ca_topic_score_gemma":0.00054720545,"teacher_disagreement_score":0.06821175,"about_ca_system_score_codex":0.00009722219,"about_ca_system_score_gemma":0.000050523264,"threshold_uncertainty_score":0.9995729},"labels":[],"label_agreement":null},{"id":"W1965023573","doi":"10.1080/00221686.2006.9521722","title":"Distributions of velocity, turbulence, and suspended sediment over low relief-antidunes","year":2006,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Turbulence; Sediment; Geology; Volume (thermodynamics); Hydrology (agriculture); Geomorphology; Mechanics; Physics; Geotechnical engineering","score_opus":0.016704117460260612,"score_gpt":0.29600282301877984,"score_spread":0.2792987055585192,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1965023573","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9905903,0.00049469655,0.00015725773,0.0013885857,0.000056586374,0.00010307362,0.0000065059503,0.0000047147364,0.007198277],"genre_scores_gemma":[0.9988836,0.0003562926,0.0002734867,0.000032160853,0.00006843936,0.0000023625093,0.000004568576,0.0000062029158,0.0003728651],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99803805,0.00009696305,0.00045959154,0.00016610735,0.00091380003,0.00032549957],"domain_scores_gemma":[0.99936336,0.00014385815,0.00016123815,0.0001434757,0.0000749604,0.00011312943],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0015364389,0.00009594088,0.00022212452,0.000120868055,0.00017579332,0.000021326658,0.00029645517,0.00008764592,0.0016261983],"category_scores_gemma":[0.00005548606,0.00007390198,0.000067487796,0.00039620965,0.00068244763,0.0002836433,0.000110441164,0.00042180796,0.000027199758],"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":[0.0006682816,0.002082051,0.894903,0.00020577875,0.00015000062,0.00048122008,0.0007519941,0.0062274723,0.036789116,0.0027246112,0.05034646,0.0046700253],"study_design_scores_gemma":[0.0017816167,0.00087368273,0.8795588,0.00012812101,0.000050242033,0.00017097543,0.00009791088,0.0010494915,0.0692981,0.022318467,0.024439422,0.00023318836],"about_ca_topic_score_codex":0.00032324975,"about_ca_topic_score_gemma":0.00006852943,"teacher_disagreement_score":0.032508988,"about_ca_system_score_codex":0.000061492494,"about_ca_system_score_gemma":0.000053705025,"threshold_uncertainty_score":0.9992865},"labels":[],"label_agreement":null},{"id":"W1966045001","doi":"10.3826/jhr.2008.3162","title":"3-D numerical modeling of supercritical flow in gradual expansions","year":2008,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Computational Fluid Dynamics and Aerodynamics","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"University of Waterloo","keywords":"Supercritical fluid; Supercritical flow; Flow (mathematics); Mechanics; Geology; Numerical modeling; Physics; Thermodynamics; Geophysics","score_opus":0.06587517917406517,"score_gpt":0.3273953414559017,"score_spread":0.26152016228183655,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1966045001","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9553435,0.00032091903,0.04321406,0.00033431852,0.00011507018,0.000047288733,0.0000024004019,0.000007788669,0.00061468367],"genre_scores_gemma":[0.99612284,0.00035976162,0.0033778374,0.000008602799,0.00010184438,0.0000013597659,0.0000019537572,0.000017854993,0.000007928362],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998239,0.0000827279,0.0005415182,0.00008051818,0.0007736771,0.00028260058],"domain_scores_gemma":[0.99909586,0.0003085936,0.000008495303,0.00010391649,0.0003504435,0.0001327033],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00071594666,0.00007783936,0.00024593095,0.000437746,0.00005163886,0.000011530875,0.00021230221,0.00005696849,0.00001731287],"category_scores_gemma":[0.00022091417,0.00007096917,0.00009745321,0.00047623366,0.00007095364,0.00013443269,0.00003706061,0.00070260843,0.0000053135195],"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":[0.000018228619,0.00008385045,0.0005386398,0.000021257314,0.000013491508,0.00017966266,0.00031154937,0.99519664,0.0023528128,0.0005477169,0.00020097232,0.0005351553],"study_design_scores_gemma":[0.00030460066,0.00009226468,0.0023535267,0.00005618154,0.0000019157376,0.000262036,0.00008608314,0.99503833,0.000077853445,0.0016369071,0.000027446711,0.00006285327],"about_ca_topic_score_codex":0.000034419678,"about_ca_topic_score_gemma":0.000008731329,"teacher_disagreement_score":0.040779386,"about_ca_system_score_codex":0.000105308834,"about_ca_system_score_gemma":0.00013089001,"threshold_uncertainty_score":0.3052523},"labels":[],"label_agreement":null},{"id":"W1966689363","doi":"10.1080/00221686.2014.950611","title":"<i>In situ</i>spatially distributed field measurements of transverse dispersion of a wastewater effluent in an extended natural meandering river","year":2014,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","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":true,"ca_institutions":"University of Alberta; University of Ottawa","funders":"","keywords":"Outfall; TRACER; Acoustic Doppler current profiler; Geology; Hydrology (agriculture); Mixing (physics); Temporal resolution; Vector field; Field (mathematics); Environmental science; Current (fluid); Geotechnical engineering; Mechanics; Oceanography; Optics","score_opus":0.0329489184262679,"score_gpt":0.30754144047807364,"score_spread":0.27459252205180573,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1966689363","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985557,0.000060336344,0.0002882471,0.0004987653,0.00006158071,0.000122028876,9.57663e-7,0.000001558677,0.00041077897],"genre_scores_gemma":[0.9996925,0.000033362157,0.00019129553,0.00004062913,0.000017182909,0.0000018332884,0.0000022639856,0.00000570786,0.000015224593],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99772125,0.0003169374,0.000540351,0.00016051422,0.00096457615,0.00029638511],"domain_scores_gemma":[0.999456,0.00011697114,0.00012948336,0.0001453193,0.000057122495,0.00009514239],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0022961614,0.00009435645,0.00027902555,0.0001895503,0.000037689493,0.0000063172706,0.00036566396,0.000082634884,0.00033098098],"category_scores_gemma":[0.00009889999,0.00007152682,0.000072321374,0.0002990282,0.00019951731,0.00043473268,0.000042301326,0.00045844642,0.000004483281],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014141846,0.0007459762,0.23630038,0.00009113439,0.00002785812,0.00007116807,0.0031834878,0.0150523875,0.7402632,0.000004190927,0.00008162078,0.0027643559],"study_design_scores_gemma":[0.003289425,0.0016912128,0.23290193,0.0002186679,0.00001977509,0.000015069672,0.00017381385,0.0024761888,0.7583146,0.0004960855,0.00025807755,0.00014512496],"about_ca_topic_score_codex":0.00026329447,"about_ca_topic_score_gemma":0.00094661454,"teacher_disagreement_score":0.018051382,"about_ca_system_score_codex":0.000081699065,"about_ca_system_score_gemma":0.000026516198,"threshold_uncertainty_score":0.36240098},"labels":[],"label_agreement":null},{"id":"W1966901747","doi":"10.1080/00221686.2010.481831","title":"A semi-permanent method for fixing sand beds in laboratory flumes","year":2010,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","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":"University of Ottawa","funders":"","keywords":"Flume; Geotechnical engineering; Geology; Hydraulic roughness; Hardening (computing); Surface finish; Sediment; Shear stress; Materials science; Flow (mathematics); Composite material; Mechanics; Geomorphology; Layer (electronics)","score_opus":0.026887887628727732,"score_gpt":0.363505041652259,"score_spread":0.33661715402353126,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1966901747","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9920124,0.00019527237,0.000985478,0.0024260664,0.0001552541,0.00018238898,0.0000029330263,0.0000050589742,0.0040351506],"genre_scores_gemma":[0.99470276,0.000074447526,0.0045895358,0.00021557602,0.00013993832,0.000014920405,0.0000011651423,0.000011061152,0.00025059315],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99829847,0.00016525282,0.000374716,0.00017288448,0.0005922406,0.00039641856],"domain_scores_gemma":[0.999098,0.00044892362,0.000092150396,0.00014345709,0.00006725018,0.00015019896],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.005467171,0.000087974324,0.0002054136,0.00019220197,0.00013748888,0.000027030512,0.00039571556,0.00012559585,0.0012410594],"category_scores_gemma":[0.00026851363,0.000069322356,0.000063836706,0.00040011632,0.00019506505,0.0003224997,0.00005185344,0.0009858173,0.00003935857],"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":[0.0005846855,0.00060558383,0.25166535,0.0001201841,0.000066098466,0.00038633664,0.0040218737,0.004751653,0.70055676,0.00013371452,0.017055353,0.020052364],"study_design_scores_gemma":[0.0048334813,0.001711509,0.14706913,0.00015338673,0.00005472506,0.00029627967,0.0006631501,0.010007337,0.25831825,0.012795105,0.563515,0.00058265997],"about_ca_topic_score_codex":0.00006209817,"about_ca_topic_score_gemma":0.00022471606,"teacher_disagreement_score":0.5464597,"about_ca_system_score_codex":0.00005599527,"about_ca_system_score_gemma":0.000091687,"threshold_uncertainty_score":0.99967194},"labels":[],"label_agreement":null},{"id":"W1968551333","doi":"10.1080/00221680009498321","title":"A simple method for measuring shear stress on rough boundaries","year":2000,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Fluid Dynamics and Turbulent Flows","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":"University of Alberta","funders":"","keywords":"Logarithm; Linearization; Shear stress; Simple (philosophy); Turbulence; Mathematical analysis; Simple shear; Distribution (mathematics); Shear velocity; Mathematics; Mechanics; Physics; Nonlinear system","score_opus":0.051681308868368164,"score_gpt":0.3447603554501826,"score_spread":0.2930790465818144,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1968551333","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9392958,0.0028302423,0.022881903,0.0017058762,0.00077512744,0.0007327803,0.000061914536,0.00010314797,0.031613175],"genre_scores_gemma":[0.99127775,0.00037956072,0.0067215133,0.00005229897,0.00061218196,0.000016719623,0.000003883641,0.00006199726,0.000874093],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99805194,0.00011574821,0.00040113463,0.00012853881,0.0008094996,0.00049311627],"domain_scores_gemma":[0.9989591,0.0003825806,0.000032525582,0.00022060657,0.00024352562,0.00016160985],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020536091,0.00012905212,0.00027449295,0.00028431337,0.00025413473,0.00030798375,0.0003390904,0.00007925456,0.00028450682],"category_scores_gemma":[0.00015987347,0.00010780311,0.00016379244,0.0002502218,0.00006225439,0.00019006443,0.000021560492,0.000644391,0.00003286056],"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":[0.00031101273,0.00010525163,0.000085130065,0.00016571989,0.00017537417,0.000073890005,0.0006553032,0.88436514,0.0012036785,0.0011568009,0.020128997,0.0915737],"study_design_scores_gemma":[0.0008264971,0.0004829726,0.000519385,0.0001176958,0.000012685486,0.000044905304,0.00004568649,0.7040411,0.0025471507,0.0040107123,0.28720087,0.00015028677],"about_ca_topic_score_codex":0.00005266394,"about_ca_topic_score_gemma":0.000020703998,"teacher_disagreement_score":0.26707187,"about_ca_system_score_codex":0.00015376456,"about_ca_system_score_gemma":0.000101042955,"threshold_uncertainty_score":0.43960834},"labels":[],"label_agreement":null},{"id":"W1969551085","doi":"10.1080/00221680209499915","title":"Contribution on transient flow modelling in storm sewers","year":2002,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Transient (computer programming); Free surface; Mechanics; Transient flow; Surge; Flow (mathematics); Front (military); Sanitary sewer; Meteorology; Geology; Environmental science; Computer science; Physics","score_opus":0.051512908441957786,"score_gpt":0.29088540979400523,"score_spread":0.23937250135204746,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1969551085","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9773244,0.001972051,0.011018494,0.00090087956,0.0004729296,0.00017548578,0.0000034707782,0.000029270028,0.00810297],"genre_scores_gemma":[0.998595,0.00072112336,0.00029467017,0.000036345136,0.00026139192,0.000003224871,9.28837e-7,0.000021419706,0.00006586775],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978512,0.00013064503,0.00048031862,0.00011483088,0.0009339211,0.0004891157],"domain_scores_gemma":[0.999264,0.00016159809,0.00003707557,0.00016256805,0.00020031807,0.00017442887],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012849036,0.00012617071,0.00026773932,0.0006330619,0.000069696434,0.00005130263,0.00024641908,0.000114834314,0.00018441003],"category_scores_gemma":[0.000103100094,0.00010495185,0.00011001714,0.0004344744,0.00004806788,0.00017732866,0.000009782809,0.001173777,0.00004549929],"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":[0.000046817888,0.00004306691,0.00005190355,0.000021838403,0.000026069845,0.00016141395,0.0012221482,0.9802743,0.0010823213,0.0000690216,0.0054183975,0.011582691],"study_design_scores_gemma":[0.0009718035,0.00025571272,0.00069322175,0.00010797905,0.000004247397,0.00005670292,0.00009508407,0.97636884,0.0019989116,0.00041738318,0.018912984,0.000117106916],"about_ca_topic_score_codex":0.00001738717,"about_ca_topic_score_gemma":0.000023605675,"teacher_disagreement_score":0.02127058,"about_ca_system_score_codex":0.00032835754,"about_ca_system_score_gemma":0.00002168601,"threshold_uncertainty_score":0.5099542},"labels":[],"label_agreement":null},{"id":"W1973544039","doi":"10.1080/00221680903566026","title":"Experimental study of energy loss through submerged trashracks","year":2010,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Fisheries and Oceans Canada; Manitoba Hydro","keywords":"Bar (unit); Mechanics; Head (geology); Flow (mathematics); Current (fluid); Oblique case; Range (aeronautics); Geology; Hydraulic head; Materials science; Geometry; Geotechnical engineering; Physics; Mathematics; Geomorphology; Composite material","score_opus":0.03376268961081707,"score_gpt":0.345558422060333,"score_spread":0.3117957324495159,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1973544039","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99470717,0.0002546684,0.0013104202,0.000095077936,0.00026596902,0.000057145622,0.0000010298643,0.000009787474,0.0032987222],"genre_scores_gemma":[0.9993161,0.00009686843,0.0002415782,0.000010058687,0.00017753911,0.0000041828507,9.750809e-7,0.00002122885,0.00013146558],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982072,0.00010753855,0.00052754354,0.00009178304,0.00083826395,0.00022763335],"domain_scores_gemma":[0.9992165,0.000068362664,0.00007764213,0.00023454792,0.00029413286,0.00010880133],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00085556105,0.00009346305,0.00026483217,0.00033253862,0.0000670116,0.00004451321,0.00033175544,0.00006542733,0.0003479847],"category_scores_gemma":[0.000057722238,0.000077564706,0.00012129973,0.0004955213,0.00006796568,0.00023754158,0.000039972583,0.00059837603,0.0000056711956],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016008319,0.002596612,0.003685844,0.000032078293,0.0006348793,0.0001807015,0.0063151885,0.031717442,0.94413435,0.002219264,0.0065296413,0.0017939336],"study_design_scores_gemma":[0.00542678,0.004218094,0.011324959,0.000054353746,0.000098585246,0.00021205274,0.014464057,0.324269,0.6229765,0.0011751141,0.015174265,0.0006062311],"about_ca_topic_score_codex":0.00011877621,"about_ca_topic_score_gemma":0.00016296271,"teacher_disagreement_score":0.3211578,"about_ca_system_score_codex":0.000038261856,"about_ca_system_score_gemma":0.000042713833,"threshold_uncertainty_score":0.38101885},"labels":[],"label_agreement":null},{"id":"W1974855886","doi":"10.1080/00221680009498338","title":"Large Eddy Simulation of periodic flow characteristics at river channel confluences","year":2000,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":91,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Montréal; Concordia University","funders":"Natural Environment Research Council","keywords":"Confluence; Turbulence; Flow (mathematics); Large eddy simulation; Reynolds number; Geology; Channel (broadcasting); Open-channel flow; Mixing (physics); Mechanics; Hydrology (agriculture); Meteorology; Physics; Computer science; Geotechnical engineering; Telecommunications","score_opus":0.03136028310098772,"score_gpt":0.3198337972423263,"score_spread":0.2884735141413386,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1974855886","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9965969,0.00017120755,0.0002610002,0.0003830356,0.000070583934,0.00009684816,0.000007541327,0.000004320584,0.0024085944],"genre_scores_gemma":[0.99785626,0.0003795603,0.00008477168,0.00011371775,0.00008748568,0.0000018147256,0.00000450734,0.000007562328,0.0014642915],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9979807,0.00015018707,0.00045550292,0.0001489131,0.00092169666,0.00034298413],"domain_scores_gemma":[0.9993328,0.00016532306,0.00015215563,0.00013600243,0.00007996491,0.00013373875],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0015395511,0.000092148795,0.0002372267,0.00009948445,0.00022985172,0.000014503085,0.0003327121,0.00009648043,0.018849418],"category_scores_gemma":[0.00007699013,0.00007209354,0.000077303244,0.00026448304,0.0005245364,0.00032912075,0.000046276247,0.0003518152,0.00039264763],"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":[0.0021402515,0.0012708951,0.17609449,0.00015312043,0.00015823613,0.0004941782,0.02063307,0.75588,0.008204487,0.000013476129,0.0035636146,0.03139419],"study_design_scores_gemma":[0.003122137,0.0023946029,0.55818427,0.00019051677,0.00008469946,0.0001623222,0.00038757263,0.2253747,0.0076300544,0.0015482989,0.20045282,0.00046802856],"about_ca_topic_score_codex":0.000025289588,"about_ca_topic_score_gemma":0.000012376696,"teacher_disagreement_score":0.5305053,"about_ca_system_score_codex":0.00006928588,"about_ca_system_score_gemma":0.000039183702,"threshold_uncertainty_score":0.9820475},"labels":[],"label_agreement":null},{"id":"W1975469845","doi":"10.1080/00221686.2008.9521853","title":"Influence of tailwater depth, sediment size and densimetric Froude number on scour by submerged square wall jets","year":2008,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":46,"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; Geology; Sediment; Geotechnical engineering; Grain size; Flow (mathematics); Hydrology (agriculture); Mechanics; Geomorphology; Physics","score_opus":0.026982887490406938,"score_gpt":0.30168084601770895,"score_spread":0.274697958527302,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1975469845","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99634796,0.00033372935,0.000012487234,0.0010430826,0.00003211003,0.00015334864,0.0000023795537,0.0000058019978,0.002069113],"genre_scores_gemma":[0.9981116,0.0008171256,0.00013729208,0.00031783953,0.000031837833,0.00000442655,0.0000011948644,0.00001468662,0.00056400907],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9969514,0.0002362956,0.0005557587,0.00026060324,0.0015152065,0.0004807256],"domain_scores_gemma":[0.99887645,0.00034583357,0.00019194192,0.00019891,0.000116887495,0.00026995307],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0016054044,0.00015656889,0.00032046827,0.00015740642,0.00022115257,0.000010480448,0.00039442253,0.0001337181,0.0012327762],"category_scores_gemma":[0.00026765408,0.000116726536,0.00007541511,0.00062174106,0.0006084112,0.00036236955,0.00008727376,0.0006820451,0.00018332085],"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":[0.0005057994,0.0005118292,0.92950255,0.00004681934,0.00007062425,0.000416952,0.0010890897,0.007926026,0.05160039,0.0000033828737,0.007676032,0.0006505269],"study_design_scores_gemma":[0.0015430964,0.0010923039,0.88913757,0.00008131472,0.00002522226,0.0003328065,0.00006628635,0.000121382334,0.09963092,0.00029537186,0.0074674627,0.00020626905],"about_ca_topic_score_codex":0.00029291213,"about_ca_topic_score_gemma":0.000031705018,"teacher_disagreement_score":0.048030533,"about_ca_system_score_codex":0.00009661381,"about_ca_system_score_gemma":0.000056219353,"threshold_uncertainty_score":0.9996802},"labels":[],"label_agreement":null},{"id":"W1977444542","doi":"10.3826/jhr.2009.3113","title":"Effect of Reynolds number, near-wall perturbation and turbulence on smooth open-channel flows","year":2009,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Turbulence; Reynolds number; Open-channel flow; Mechanics; Perturbation (astronomy); Reynolds decomposition; Physics; K-epsilon turbulence model; Reynolds stress equation model; Channel (broadcasting); K-omega turbulence model; Classical mechanics; Mathematics; Reynolds equation; Computer science; Telecommunications","score_opus":0.02473589309331684,"score_gpt":0.33950667399346124,"score_spread":0.3147707809001444,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1977444542","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9824954,0.00020635375,0.000041275547,0.002517565,0.00004820646,0.00022346227,7.804378e-7,0.000004234615,0.014462673],"genre_scores_gemma":[0.9986844,0.00040251206,0.00013546465,0.0002617162,0.000038288144,0.0000030321169,0.0000010180233,0.0000069431894,0.00046660771],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99798447,0.00033096777,0.0003565794,0.0002093524,0.00082197256,0.00029667202],"domain_scores_gemma":[0.99910545,0.00036712651,0.00014686554,0.00017732843,0.00004856648,0.00015464396],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0034865532,0.000116771655,0.00027807444,0.00007419064,0.00019033774,0.00005815788,0.00056231144,0.000108167296,0.0006650883],"category_scores_gemma":[0.0002157243,0.00008173452,0.000054130443,0.00031214752,0.00025948786,0.00047252298,0.00007212696,0.00053916837,0.00006789572],"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":[0.02909207,0.005214022,0.1519854,0.0008227203,0.00038193504,0.0019428324,0.018370634,0.10000515,0.08974747,0.0009408766,0.047035933,0.55446094],"study_design_scores_gemma":[0.019173272,0.08327379,0.5254254,0.0017853735,0.00025424012,0.0011000739,0.00026824226,0.07297447,0.16784813,0.04651608,0.07977573,0.001605214],"about_ca_topic_score_codex":0.00008214398,"about_ca_topic_score_gemma":0.000011139171,"teacher_disagreement_score":0.55285573,"about_ca_system_score_codex":0.000059222064,"about_ca_system_score_gemma":0.00003784254,"threshold_uncertainty_score":0.72822505},"labels":[],"label_agreement":null},{"id":"W1979593946","doi":"10.1080/00221680209499907","title":"Numerical simulation for the coupled problem of temperature and seepage fields in cold region dams","year":2002,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Field (mathematics); Finite element method; Heat transfer; Geology; Phase change; Phase (matter); Geotechnical engineering; Partial differential equation; Mechanics; Mathematics; Physics; Thermodynamics; Mathematical analysis","score_opus":0.04788205885591502,"score_gpt":0.31587624079740007,"score_spread":0.26799418194148505,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1979593946","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96582043,0.00538455,0.0233311,0.0032215035,0.00020738126,0.00078857556,0.000002500364,0.000031280717,0.001212691],"genre_scores_gemma":[0.9988591,0.0005483552,0.0003212259,0.00000961437,0.00009805869,0.0000071081163,2.9447753e-7,0.000012254027,0.00014395878],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991989,0.00003203017,0.00027742836,0.000055350123,0.00026807515,0.00016818946],"domain_scores_gemma":[0.99902785,0.0006701761,0.000034040335,0.00010036546,0.00012014345,0.000047400685],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00078206375,0.000060208444,0.00015264601,0.000137479,0.00003861915,0.000024380506,0.000121443314,0.00007972908,0.000007297445],"category_scores_gemma":[0.00012543245,0.00004082665,0.000044546003,0.00025681837,0.000026377838,0.00008957894,0.000011720493,0.00048650271,6.092516e-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":[0.000044838536,0.00002436138,0.0001853042,0.00011532432,0.000024819725,0.000012860946,0.00047678905,0.9916555,0.0023119028,0.0000569213,0.0022648007,0.0028265486],"study_design_scores_gemma":[0.0007395411,0.00016115131,0.0014877431,0.00008225337,0.0000045895945,0.000019673935,0.00005211984,0.9916554,0.00052876293,0.000090762944,0.0051309844,0.000047004305],"about_ca_topic_score_codex":0.000007722123,"about_ca_topic_score_gemma":0.000003160896,"teacher_disagreement_score":0.033038713,"about_ca_system_score_codex":0.00003708589,"about_ca_system_score_gemma":0.0000092360015,"threshold_uncertainty_score":0.21136393},"labels":[],"label_agreement":null},{"id":"W1981636350","doi":"10.1080/00221686.2006.9521731","title":"Oblique impingement of circular water jets on a plane boundary","year":2006,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Fluid Dynamics and Turbulent Flows","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Jet (fluid); Mechanics; Transverse plane; Turbulence; Reynolds number; Oblique case; Boundary layer; Plane (geometry); Boundary layer thickness; Geometry; Optics; Physics; Materials science; Mathematics","score_opus":0.019869768873296677,"score_gpt":0.27514322381492734,"score_spread":0.2552734549416307,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1981636350","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9872553,0.0012653297,0.0003223219,0.00057619903,0.00026565525,0.00012837574,0.000004509159,0.000014159649,0.010168157],"genre_scores_gemma":[0.99909914,0.0002448271,0.00012876546,0.000023317354,0.00027205897,0.000003111233,0.0000059722142,0.000026593492,0.00019622633],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99806374,0.00007452127,0.00048712795,0.000093871065,0.0008891294,0.00039159541],"domain_scores_gemma":[0.9993817,0.00006911326,0.00004279456,0.00020969145,0.00020787829,0.00008879985],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013535706,0.000108687396,0.00023654892,0.00050391874,0.00005740783,0.000057995734,0.00027157262,0.000071867755,0.00012194244],"category_scores_gemma":[0.000022383369,0.000076366836,0.000118186115,0.00015988681,0.000056268986,0.000094188435,0.000045440956,0.0005682532,0.000041064053],"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":[0.0002700962,0.00054960616,0.0012314968,0.000629077,0.00038774902,0.0012471776,0.00058173895,0.57832146,0.3553213,0.0019505038,0.053974986,0.005534801],"study_design_scores_gemma":[0.004790953,0.003197127,0.021313498,0.0009798852,0.00006314595,0.0006508792,0.00010122348,0.3529029,0.22891556,0.017083421,0.36917531,0.00082612876],"about_ca_topic_score_codex":0.00005902765,"about_ca_topic_score_gemma":0.000008676594,"teacher_disagreement_score":0.31520033,"about_ca_system_score_codex":0.00014511328,"about_ca_system_score_gemma":0.000050384202,"threshold_uncertainty_score":0.31141493},"labels":[],"label_agreement":null},{"id":"W1985451895","doi":"10.1080/00221686.2006.9521707","title":"Hydraulic jump in circular and U-shaped channels","year":2006,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Hydraulic jump; Turbulence; Reynolds number; Mechanics; Open-channel flow; Reynolds stress; Mathematics; Geometry; Jump; Constant (computer programming); Physics; Flow (mathematics)","score_opus":0.024659409043891908,"score_gpt":0.290057055564422,"score_spread":0.2653976465205301,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1985451895","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98133224,0.0058769826,0.0006796033,0.0007114118,0.00037024968,0.000179038,0.0000016153997,0.000035839017,0.010812997],"genre_scores_gemma":[0.9984111,0.00041673807,0.00018142951,0.00004605763,0.0007068369,0.0000063386487,0.0000016570307,0.000041859654,0.0001879747],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9973672,0.00022270161,0.0006665156,0.0001879528,0.0008947204,0.0006609141],"domain_scores_gemma":[0.99913615,0.00019982393,0.00006457064,0.00023213988,0.00016856368,0.00019872622],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020137872,0.00019521084,0.00042439197,0.0009887691,0.00008893758,0.00015703069,0.0003666353,0.00016700343,0.00009098158],"category_scores_gemma":[0.00012660156,0.0001684995,0.00010712145,0.00069981796,0.00013869583,0.0002922389,0.00006307267,0.0010916926,0.000025656329],"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":[0.0003423022,0.0006476741,0.027578637,0.001782376,0.0005924593,0.009057779,0.006088098,0.4420118,0.31940374,0.0034479876,0.088548966,0.10049815],"study_design_scores_gemma":[0.009298187,0.0012183876,0.2626962,0.00089543546,0.000071840324,0.003625266,0.0010023908,0.31974292,0.027088482,0.061526194,0.31096533,0.0018693903],"about_ca_topic_score_codex":0.00019164088,"about_ca_topic_score_gemma":0.00004489938,"teacher_disagreement_score":0.29231527,"about_ca_system_score_codex":0.00014241585,"about_ca_system_score_gemma":0.000071111615,"threshold_uncertainty_score":0.687121},"labels":[],"label_agreement":null},{"id":"W1985902187","doi":"10.1080/00221680509500109","title":"An experimental investigation of jet flow on a stepped chute","year":2005,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Turbulence; Bubble; Mechanics; Turbulence kinetic energy; Reynolds number; Intensity (physics); Physics; Mean flow; Jet (fluid); Flow (mathematics); Reynolds stress; Materials science; Optics","score_opus":0.04249631669505601,"score_gpt":0.3418443045027522,"score_spread":0.2993479878076962,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1985902187","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99435025,0.0005328549,0.00015279945,0.00038745484,0.00017429577,0.00011442381,0.0000031806426,0.00002288421,0.0042618355],"genre_scores_gemma":[0.9972094,0.000056984154,0.0019483351,0.000058623653,0.0006436327,0.0000035484165,0.0000024840267,0.000026437354,0.000050496],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9979454,0.00017520723,0.00048473984,0.00010988648,0.00097547943,0.00030927893],"domain_scores_gemma":[0.999149,0.000101950965,0.00007476001,0.00025239887,0.00017481399,0.000247022],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010055362,0.0001286589,0.00026175735,0.0004574875,0.000063626314,0.000045900895,0.0003566344,0.000093881674,0.0001717491],"category_scores_gemma":[0.000065774184,0.00010185988,0.000092664,0.0002832308,0.00010607484,0.00034707654,0.000020943942,0.0005980337,0.000024141402],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023281742,0.00013263186,0.00062475185,0.00006945471,0.00010733749,0.000060844155,0.004872481,0.23296642,0.71740013,0.00019831993,0.01759798,0.025736824],"study_design_scores_gemma":[0.0012670431,0.0014466713,0.0057875905,0.000118937605,0.000008558938,0.00009298238,0.00042303812,0.11576952,0.86518705,0.00036918817,0.009346305,0.0001831121],"about_ca_topic_score_codex":0.000009490734,"about_ca_topic_score_gemma":0.000009814208,"teacher_disagreement_score":0.14778692,"about_ca_system_score_codex":0.00014209373,"about_ca_system_score_gemma":0.0000756463,"threshold_uncertainty_score":0.41537252},"labels":[],"label_agreement":null},{"id":"W1988948772","doi":"10.1080/00221680209499948","title":"Exchange flow through an opening","year":2002,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Oceanographic and Atmospheric Processes","field":"Earth and Planetary Sciences","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Mechanics; Supercritical flow; Flow visualization; Flow (mathematics); Geology; Internal flow; Mixing (physics); Internal wave; Physics","score_opus":0.14369803072711415,"score_gpt":0.33759413835456675,"score_spread":0.1938961076274526,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1988948772","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8308959,0.024214232,0.00072106335,0.0032043199,0.0004951929,0.0001683154,0.000007763809,0.000026526279,0.14026666],"genre_scores_gemma":[0.9864744,0.0045190286,0.007338292,0.0002269571,0.0006224811,2.472965e-7,0.0000024001974,0.0000049953255,0.00081121194],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99782014,0.00024213952,0.0003131494,0.0001525602,0.001020043,0.0004519412],"domain_scores_gemma":[0.9989907,0.00021300043,0.00011877595,0.00016933208,0.00027086123,0.00023734145],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0016296287,0.00009549277,0.00020208053,0.00007627654,0.00029036636,0.00016582722,0.00059894146,0.000060812345,0.011685619],"category_scores_gemma":[0.00016905289,0.00006634322,0.00007543912,0.00080824934,0.00016473973,0.0015165892,0.000020239797,0.0005631143,0.00022828755],"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":[0.00016430474,0.0002402145,0.15148027,0.00012533308,0.00010101475,0.0009877546,0.006515366,0.0060532237,0.00009517198,0.00006139788,0.06464843,0.7695275],"study_design_scores_gemma":[0.0020518808,0.005212195,0.0972234,0.0002819872,0.00003757593,0.0013945128,0.004719508,0.14659323,0.00055152277,0.00976078,0.7315402,0.0006332213],"about_ca_topic_score_codex":0.0002626168,"about_ca_topic_score_gemma":0.0001137682,"teacher_disagreement_score":0.7688943,"about_ca_system_score_codex":0.0000049339296,"about_ca_system_score_gemma":0.00005075743,"threshold_uncertainty_score":0.9892178},"labels":[],"label_agreement":null},{"id":"W1989464327","doi":"10.1080/00221686.2008.9521921","title":"Effects of varying submergence and channel width on local scour by plane turbulent wall jets","year":2008,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Tailwater; Geology; Jet (fluid); Anemometer; Flow (mathematics); Group (periodic table); Channel (broadcasting); Turbulence; Mechanics; Geotechnical engineering; Physics; Engineering; Telecommunications","score_opus":0.025938833768529502,"score_gpt":0.2813092307210194,"score_spread":0.25537039695248986,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1989464327","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.995805,0.0013750665,0.0004528311,0.001245001,0.00005416253,0.00013752251,9.02717e-7,0.000004323388,0.00092516333],"genre_scores_gemma":[0.99708,0.0024355494,0.00005764677,0.00017310317,0.000036038426,0.0000036748818,0.0000010730969,0.000009323775,0.00020354048],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9978935,0.00014933765,0.00034542463,0.00019615184,0.0010315159,0.00038405336],"domain_scores_gemma":[0.9992273,0.00027843245,0.0001288322,0.00010838741,0.000036420653,0.00022067051],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010681383,0.00011493566,0.00024445957,0.00011879228,0.00018573122,0.0000064588685,0.00031396825,0.00009140044,0.00027093812],"category_scores_gemma":[0.000068862035,0.00008703001,0.00004948835,0.00024116406,0.00061216543,0.00021158764,0.00005077525,0.00055401505,0.000042714426],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.008707308,0.008006878,0.1794327,0.0019873402,0.0007575052,0.01620522,0.019519124,0.09913991,0.50165284,0.00009070075,0.115973055,0.048527412],"study_design_scores_gemma":[0.005786124,0.009904504,0.17065962,0.0007166545,0.00008499181,0.0023427482,0.00015543283,0.009087709,0.7821636,0.0023331714,0.016040502,0.00072492874],"about_ca_topic_score_codex":0.00013766551,"about_ca_topic_score_gemma":0.0000068477348,"teacher_disagreement_score":0.28051078,"about_ca_system_score_codex":0.0000609855,"about_ca_system_score_gemma":0.00003661367,"threshold_uncertainty_score":0.35489807},"labels":[],"label_agreement":null},{"id":"W1993874597","doi":"10.1080/00221686.2007.10525038","title":"Three-dimensional numerical simulation of flow around stream deflectors: The effect of obstruction angle and length","year":2007,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Fish Ecology and Management Studies","field":"Environmental Science","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; McGill University","keywords":"Flume; Downwelling; Mechanics; Flow (mathematics); Upstream (networking); Maximum flow problem; Computer simulation; Materials science; Environmental science; Geology; Physics; Computer science; Mathematics; Telecommunications","score_opus":0.02533133667776916,"score_gpt":0.3264111025624924,"score_spread":0.30107976588472324,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1993874597","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969081,0.000092538474,0.001273054,0.0003321777,0.0000781568,0.00015172122,4.6698142e-7,0.0000018609348,0.0011618761],"genre_scores_gemma":[0.99960613,0.000019163821,0.00026951046,0.000015766427,0.000055645483,0.0000010670302,3.4250837e-7,0.0000039426973,0.00002843792],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99866956,0.00015904746,0.0002875634,0.00009426067,0.00060627353,0.00018329563],"domain_scores_gemma":[0.99833775,0.0013078689,0.00017024009,0.00009738152,0.000044588123,0.000042159612],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0029469687,0.00006258059,0.00016891777,0.00009300998,0.00015778888,0.000006962625,0.00013128908,0.0000445775,0.00013560908],"category_scores_gemma":[0.00036044943,0.000037466692,0.000049341103,0.00026845187,0.0004052588,0.00015104823,0.00015442398,0.00024955155,0.000005654613],"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":[0.00081052206,0.00013276123,0.811597,0.000042725595,0.00014248943,0.000021134485,0.00029195892,0.1489159,0.0022154655,0.000023380851,0.004723392,0.0310833],"study_design_scores_gemma":[0.0005762296,0.0016787422,0.9616723,0.000019832734,0.000027957452,0.000019065936,0.00011020363,0.031454455,0.002904248,0.0009777731,0.00051376375,0.0000454263],"about_ca_topic_score_codex":0.00009352814,"about_ca_topic_score_gemma":0.00024422002,"teacher_disagreement_score":0.15007533,"about_ca_system_score_codex":0.00006953758,"about_ca_system_score_gemma":0.000007399562,"threshold_uncertainty_score":0.15278473},"labels":[],"label_agreement":null},{"id":"W1999561484","doi":"10.1080/00221686.2001.9628286","title":"Simulation of shallow transverse shear flow by generalized second moment method","year":2001,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Computational Fluid Dynamics and Aerodynamics","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Advection; Turbulence; Mechanics; Shallow water equations; Moment (physics); Eulerian path; Transverse plane; Volume of fluid method; Second moment of area; Turbulent diffusion; Numerical diffusion; Physics; Flow (mathematics); Shear flow; Grid; Classical mechanics; Geology; Mathematics; Lagrangian; Mathematical analysis; Geometry; Engineering","score_opus":0.03330041546581738,"score_gpt":0.3469700671990575,"score_spread":0.31366965173324013,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1999561484","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6121773,0.0004553112,0.38601345,0.0002656163,0.0001345451,0.000102618054,0.000012807872,0.000010039073,0.00082828576],"genre_scores_gemma":[0.98447114,0.0003231273,0.014647911,0.000016925593,0.00011468658,0.0000019237648,0.0000114217855,0.000026718828,0.00038615218],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998172,0.00014412602,0.0005294314,0.00009788812,0.0008048856,0.00025167654],"domain_scores_gemma":[0.99889284,0.00039892978,0.00006143139,0.00012472815,0.000391703,0.00013036559],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014949782,0.00010255634,0.0002586234,0.00031546722,0.000048231243,0.000034376888,0.00020815704,0.000067355526,0.00033025758],"category_scores_gemma":[0.00004776035,0.000094430536,0.0001386611,0.00038337542,0.000029267352,0.0001616468,0.00002033921,0.00038322722,0.000005985098],"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":[0.00005903966,0.000054534055,0.000056747223,0.000037786976,0.00007934078,0.000024412686,0.00019496876,0.96677715,0.022274023,0.00011593648,0.0010800315,0.009246012],"study_design_scores_gemma":[0.0007561199,0.00013170701,0.00045743174,0.00002681847,0.000008985758,0.000024306391,0.000033110326,0.9850914,0.00043667445,0.00088967656,0.012062457,0.000081353035],"about_ca_topic_score_codex":0.000011291502,"about_ca_topic_score_gemma":0.00001395719,"teacher_disagreement_score":0.3722938,"about_ca_system_score_codex":0.00015555057,"about_ca_system_score_gemma":0.000054467,"threshold_uncertainty_score":0.38507655},"labels":[],"label_agreement":null},{"id":"W2000082445","doi":"10.3826/jhr.2009.3464","title":"Shallow turbulent wakes behind bed-mounted cylinders in open channels","year":2009,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta; BC Hydro (Canada)","funders":"Universidad del Valle","keywords":"Wake; Turbulence; Mechanics; Transverse plane; Reynolds stress; Reynolds number; Plane (geometry); Physics; Similarity (geometry); Turbulence kinetic energy; Geometry; Similarity solution; Flow (mathematics); Geology; Mathematics; Boundary layer; Structural engineering","score_opus":0.05630779460351869,"score_gpt":0.373967199152084,"score_spread":0.3176594045485653,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2000082445","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.967393,0.00029505388,0.000057885285,0.015975691,0.000082509476,0.0002847171,5.4904353e-7,0.0000055662244,0.01590507],"genre_scores_gemma":[0.9980512,0.00025388232,0.00015597965,0.0007597456,0.00009327002,0.000005062668,0.0000020969285,0.000008984472,0.00066974334],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9972683,0.00028004195,0.00053803733,0.00026461866,0.0010723595,0.00057665084],"domain_scores_gemma":[0.99926925,0.000121740086,0.00013262336,0.00020021432,0.000053701326,0.00022247138],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.004515114,0.00013347689,0.00030090593,0.00025949255,0.00016584425,0.00010362483,0.0013105099,0.00013603794,0.0025291753],"category_scores_gemma":[0.00010871052,0.00010444502,0.00007467286,0.00046851765,0.00023479217,0.0008173523,0.000114462295,0.0009613491,0.000174533],"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":[0.0052330648,0.009843303,0.44181913,0.00013597574,0.000379389,0.015447977,0.03853691,0.22599864,0.05204643,0.0005487536,0.060044184,0.14996624],"study_design_scores_gemma":[0.0117574455,0.009241097,0.76667404,0.00064110296,0.000069751615,0.0012205215,0.0025670659,0.013389543,0.03335101,0.046646416,0.11317255,0.0012694668],"about_ca_topic_score_codex":0.0002152439,"about_ca_topic_score_gemma":0.00026205886,"teacher_disagreement_score":0.3248549,"about_ca_system_score_codex":0.00018432284,"about_ca_system_score_gemma":0.00008739532,"threshold_uncertainty_score":0.9983826},"labels":[],"label_agreement":null},{"id":"W2005588067","doi":"10.1080/00221680109499819","title":"Friction velocity associated to a non-uniform flow and an intermediate scale roughness","year":2001,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Hydraulic roughness; Mechanics; Surface finish; Shear velocity; Geology; Reynolds number; Flow (mathematics); Scale (ratio); Work (physics); Scaling; Geotechnical engineering; Turbulence; Materials science; Geometry; Physics; Mathematics; Thermodynamics","score_opus":0.028343388621809143,"score_gpt":0.3248217208897409,"score_spread":0.29647833226793174,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2005588067","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.992535,0.000021839845,0.0016267063,0.0014574169,0.0000990783,0.00011796298,0.000001451554,0.000008559686,0.004132],"genre_scores_gemma":[0.99867684,0.00019616945,0.00041687328,0.0002568129,0.000111465786,0.0000050915323,0.0000025520876,0.000009190119,0.00032503705],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9982756,0.00013612362,0.00030403386,0.00018591419,0.0007149725,0.00038338098],"domain_scores_gemma":[0.99931484,0.00007411585,0.000086182765,0.0001204039,0.00007843516,0.00032602975],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0024336022,0.00009317712,0.00018976732,0.00015876604,0.00025259663,0.000046453177,0.00031361345,0.000106653824,0.00071659434],"category_scores_gemma":[0.00011258132,0.00007485811,0.000038527116,0.00056915835,0.00018590652,0.0006740072,0.000085138585,0.000526868,0.000101882826],"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":[0.0018059394,0.0018964012,0.7723248,0.000048198915,0.0001479209,0.00093933626,0.017591845,0.03171995,0.019928252,0.0000064334336,0.0105334725,0.14305744],"study_design_scores_gemma":[0.0013499289,0.0022937998,0.94098777,0.00007618593,0.000026261396,0.00017706322,0.00043937942,0.034286704,0.002760754,0.001275125,0.016090095,0.0002369118],"about_ca_topic_score_codex":0.00013001086,"about_ca_topic_score_gemma":0.0005619319,"teacher_disagreement_score":0.16866298,"about_ca_system_score_codex":0.00015429697,"about_ca_system_score_gemma":0.000035035122,"threshold_uncertainty_score":0.7846206},"labels":[],"label_agreement":null},{"id":"W2006652738","doi":"10.1080/00221686.2009.9522028","title":"Lauber and Hager's dam-break wave data for numerical model validation","year":2009,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Tropical and Extratropical Cyclones Research","field":"Earth and Planetary Sciences","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Front (military); Dam break; Mechanics; Geology; Eulerian path; Flood myth; Computer simulation; Data set; Cold front; Wavefront; Lagrangian; Physics; Mathematics; Mathematical analysis; Optics","score_opus":0.19149613981744748,"score_gpt":0.3843824776226644,"score_spread":0.19288633780521694,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2006652738","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9422054,0.0026822127,0.02523185,0.024160445,0.00014364635,0.00053846603,0.00014790749,0.000018810088,0.00487122],"genre_scores_gemma":[0.9913159,0.0003564077,0.0075101727,0.0001745417,0.00034535927,5.1798406e-7,0.00005661347,0.000003606367,0.00023686422],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99754584,0.00022031223,0.00038278737,0.0002653519,0.0010693127,0.00051640515],"domain_scores_gemma":[0.9983461,0.000593095,0.00007524426,0.0003195156,0.00025740374,0.00040864287],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016100841,0.000100103054,0.00024577518,0.0001901899,0.00021610074,0.00018353775,0.00058321655,0.00008810314,0.0003012992],"category_scores_gemma":[0.0005285314,0.00006608858,0.00006379382,0.00029143554,0.00013238548,0.00060213706,0.000055363722,0.00061911525,0.000030880667],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014851876,0.00023443496,0.029888447,0.00007128679,0.00007136609,0.00018821393,0.00016822095,0.0070384988,0.0010524152,0.0009374352,0.04075796,0.91810656],"study_design_scores_gemma":[0.0010984726,0.0020679191,0.32829463,0.000035443056,0.000019791036,0.00022302821,0.000073424235,0.60241264,0.0002671413,0.03515243,0.030166805,0.0001882724],"about_ca_topic_score_codex":0.00025807202,"about_ca_topic_score_gemma":0.0000801223,"teacher_disagreement_score":0.91791826,"about_ca_system_score_codex":0.000009708764,"about_ca_system_score_gemma":0.00014706026,"threshold_uncertainty_score":0.32990152},"labels":[],"label_agreement":null},{"id":"W2006727501","doi":"10.1080/00221686.2014.896425","title":"Free surface intake vortices: theoretical model and measurements","year":2014,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":46,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Vortex; Mechanics; Flow (mathematics); Free surface; Hydropower; Turbulence; RADIUS; Scale (ratio); Turbine; Work (physics); Geology; Environmental science; Physics; Engineering; Computer science; Thermodynamics","score_opus":0.053193884597400695,"score_gpt":0.313821077527773,"score_spread":0.2606271929303723,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2006727501","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96554214,0.00088617567,0.0076781674,0.00088144036,0.0002041999,0.000100442994,0.0000024237163,0.000030615618,0.024674373],"genre_scores_gemma":[0.99725956,0.00021755265,0.0021245638,0.000058400077,0.00024891074,0.0000011070186,3.3369034e-7,0.000028575801,0.000060992177],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99762595,0.00021565644,0.0004231786,0.00012944496,0.0011761285,0.00042961465],"domain_scores_gemma":[0.99881077,0.00025282436,0.000046514946,0.0003210428,0.00027472212,0.0002941393],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0030969663,0.0001365097,0.00028238993,0.00017259525,0.000096748954,0.00010636054,0.00050551473,0.000106885345,0.000077535406],"category_scores_gemma":[0.0007460378,0.00010225683,0.000070242386,0.00018305478,0.00025984444,0.00018876778,0.000096509735,0.0007947432,0.000009405794],"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":[0.00022353683,0.00010019892,0.0023599847,0.00035733523,0.00036948486,0.00006790494,0.0026148057,0.82606035,0.06511197,0.021935975,0.046562877,0.034235597],"study_design_scores_gemma":[0.0013605024,0.0003237977,0.0019813096,0.000113836344,0.000030249052,0.00011349583,0.00011306295,0.8948318,0.0075070127,0.08698786,0.006390749,0.00024636558],"about_ca_topic_score_codex":0.000007025905,"about_ca_topic_score_gemma":0.000010760105,"teacher_disagreement_score":0.06877143,"about_ca_system_score_codex":0.00006153835,"about_ca_system_score_gemma":0.000050859486,"threshold_uncertainty_score":0.41699126},"labels":[],"label_agreement":null},{"id":"W2011044663","doi":"10.1080/00221680509500119","title":"Influence of bed roughness on sediment suspension: experimental and theoretical studies","year":2005,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":43,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"University of British Columbia; Louisiana State University","keywords":"Settling; Flume; Sediment; Suspension (topology); Grain size; Surface finish; Diffusion; Geology; Particle-size distribution; Mechanics; Particle size; Geotechnical engineering; Sedimentation; Soil science; Materials science; Flow (mathematics); Environmental science; Geomorphology; Thermodynamics; Composite material; Mathematics; Physics; Environmental engineering","score_opus":0.03878995119417727,"score_gpt":0.36548562454106526,"score_spread":0.326695673346888,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2011044663","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9939263,0.0012557659,0.000004515709,0.003007987,0.000029265404,0.00010747802,4.4711612e-7,0.0000034967495,0.0016647702],"genre_scores_gemma":[0.9990206,0.0004123497,0.00017012554,0.0002578364,0.00006996389,0.0000039054257,2.1392304e-7,0.000006749165,0.000058272766],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9979727,0.00017954448,0.00040772988,0.0001757183,0.0009876272,0.00027664387],"domain_scores_gemma":[0.9992005,0.00033708292,0.00011005045,0.00013710523,0.00007762398,0.00013760995],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018002073,0.000104563216,0.0002607104,0.000098981945,0.00013519525,0.000010041224,0.00025880086,0.00006482218,0.00074339914],"category_scores_gemma":[0.00013586335,0.000071917726,0.00004537909,0.00019753342,0.0015488078,0.00028263946,0.00012738479,0.0004012456,0.000045652512],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.005988642,0.0052368823,0.1262407,0.0002346102,0.0006595544,0.0010960379,0.036602095,0.18390307,0.5948247,0.020724522,0.009405168,0.015084051],"study_design_scores_gemma":[0.0025443642,0.0049952706,0.05548831,0.00026992065,0.000042226482,0.00026749045,0.0019771103,0.00069741975,0.92041063,0.005692155,0.0073244725,0.00029060832],"about_ca_topic_score_codex":0.000008102756,"about_ca_topic_score_gemma":0.000003688802,"teacher_disagreement_score":0.32558596,"about_ca_system_score_codex":0.000092022085,"about_ca_system_score_gemma":0.000026733322,"threshold_uncertainty_score":0.81396997},"labels":[],"label_agreement":null},{"id":"W2011314576","doi":"10.1080/00221686.2007.9521796","title":"Three–dimensional computation of turbulent flow in meandering channels and rivers","year":2007,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","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":"University of Waterloo","funders":"","keywords":"Discretization; Turbulence; Computation; Solver; Flow (mathematics); Mechanics; Position (finance); Free surface; Nonlinear system; Open-channel flow; Mathematics; Geometry; Mathematical analysis; Physics; Mathematical optimization; Algorithm","score_opus":0.04129531031083693,"score_gpt":0.31927181190566223,"score_spread":0.2779765015948253,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2011314576","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9935869,0.0002598224,0.0049186894,0.0006130797,0.00004722506,0.00007123539,1.7382655e-7,0.0000016963345,0.00050115486],"genre_scores_gemma":[0.99878997,0.0000519898,0.0010754849,0.000039066137,0.000027952869,4.0691367e-7,4.647728e-7,0.0000037911477,0.000010880931],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99864936,0.000043890046,0.00032363491,0.00010560407,0.0006520623,0.00022542123],"domain_scores_gemma":[0.9995844,0.00015109255,0.00008725905,0.00004440844,0.000040354935,0.00009250248],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0030552645,0.000055610933,0.00014187371,0.00019530687,0.00006044663,0.0000064401893,0.00011812511,0.000054652617,0.00018569262],"category_scores_gemma":[0.00003969174,0.00004518019,0.000027977989,0.000262827,0.00024607766,0.00019233006,0.00004259089,0.00031456162,0.000007763727],"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":[0.0011013346,0.000512682,0.31787208,0.000101068676,0.000066804314,0.00095331675,0.0040333928,0.60277706,0.020222632,0.00006125648,0.0008670358,0.05143135],"study_design_scores_gemma":[0.003510441,0.0014903543,0.8153136,0.00029338486,0.00002154704,0.00042734662,0.00036809655,0.13867266,0.024473531,0.013874469,0.0012962717,0.00025829347],"about_ca_topic_score_codex":0.00009710503,"about_ca_topic_score_gemma":0.00013404,"teacher_disagreement_score":0.49744153,"about_ca_system_score_codex":0.00005899141,"about_ca_system_score_gemma":0.000021683762,"threshold_uncertainty_score":0.2033204},"labels":[],"label_agreement":null},{"id":"W2015428678","doi":"10.3826/jhr.2009.3183","title":"Artificial neural network for bedload estimation in alluvial rivers","year":2009,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Bed load; Artificial neural network; Standard deviation; Dimensionless quantity; Computer science; Geology; Generalization; Sediment; Sediment transport; Mathematics; Statistics; Artificial intelligence; Geomorphology; Mechanics","score_opus":0.04685502978385244,"score_gpt":0.3476367195739332,"score_spread":0.3007816897900808,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2015428678","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9905277,0.00007772362,0.0017534769,0.005822097,0.0001214041,0.0001952489,7.0572867e-7,0.000005062882,0.0014965791],"genre_scores_gemma":[0.9978514,0.000029129325,0.0015448348,0.00032176415,0.00018462203,0.000003296871,0.0000023190125,0.000004223055,0.00005842133],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9984688,0.00010588244,0.00037274032,0.0001319756,0.000524904,0.0003956868],"domain_scores_gemma":[0.9995335,0.00016767123,0.00009139426,0.00007892241,0.00003093795,0.00009757887],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0021383674,0.00007075313,0.00015454259,0.00010900837,0.00014973113,0.000021666601,0.00027028954,0.00007673972,0.0003782824],"category_scores_gemma":[0.00012361421,0.000059564525,0.00006464717,0.0003525024,0.00014736148,0.00036429943,0.00001654743,0.00039874113,0.000040834864],"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":[0.0011471479,0.00030055532,0.01975947,0.000009198751,0.000013835108,0.00013987123,0.0007930907,0.84679735,0.0032536003,0.00018453145,0.0119185615,0.11568282],"study_design_scores_gemma":[0.0031180396,0.0066033634,0.4389862,0.00011581603,0.000051618998,0.00015880424,0.00016881796,0.32071847,0.006763128,0.1939349,0.02887035,0.00051050365],"about_ca_topic_score_codex":0.0000321031,"about_ca_topic_score_gemma":0.00008458595,"teacher_disagreement_score":0.5260789,"about_ca_system_score_codex":0.00008497351,"about_ca_system_score_gemma":0.0000352204,"threshold_uncertainty_score":0.4141927},"labels":[],"label_agreement":null},{"id":"W2019400225","doi":"10.1080/00221686.2011.614518","title":"Regions of bars, meandering and braiding in da Silva and Yalin's plan","year":2011,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":31,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Manitoba Hydro; Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Università degli Studi di Padova","keywords":"Plan (archaeology); Geology; Boundary (topology); Field (mathematics); Fluvial; Meander (mathematics); Geometry; Geomorphology; Mathematics; Paleontology; Mathematical analysis; Pure mathematics","score_opus":0.13005757496499573,"score_gpt":0.3219562314429595,"score_spread":0.19189865647796375,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2019400225","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9925188,0.0004542626,0.00009730988,0.00037219058,0.000018727074,0.00005276233,3.386351e-7,0.0000018329373,0.0064837937],"genre_scores_gemma":[0.9989263,0.0006495888,0.00031969885,0.000027254307,0.000015444248,9.438362e-7,1.7961722e-7,0.000004733798,0.000055856155],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9989831,0.00009220296,0.0002717118,0.00011495079,0.00032542052,0.00021260945],"domain_scores_gemma":[0.9995895,0.00013354061,0.00007528236,0.00007594291,0.000015418922,0.00011033928],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016469868,0.000057176276,0.000157687,0.00015335409,0.00007405142,0.000009505368,0.00016098557,0.00005732188,0.000280504],"category_scores_gemma":[0.00007729023,0.00004558597,0.000019244768,0.00018867922,0.0003678013,0.0002579531,0.00007247229,0.0003524869,0.0000029994176],"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":[0.00031461613,0.00018254321,0.9639076,0.0000834067,0.00003576684,0.00035632885,0.011290454,0.0003465273,0.018507585,0.00038479344,0.00037475966,0.0042156302],"study_design_scores_gemma":[0.002242948,0.0014037876,0.9400281,0.0003346296,0.000029727513,0.0005745128,0.002339327,0.0009939194,0.030613763,0.016826974,0.004350951,0.00026138197],"about_ca_topic_score_codex":0.00025406334,"about_ca_topic_score_gemma":0.0001319337,"teacher_disagreement_score":0.02387951,"about_ca_system_score_codex":0.000019183306,"about_ca_system_score_gemma":0.000019541243,"threshold_uncertainty_score":0.30713218},"labels":[],"label_agreement":null},{"id":"W2019808337","doi":"10.1080/00221686.2007.9521821","title":"Full-range pipe-flow equations","year":2007,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Optech (Canada)","funders":"","keywords":"Laminar flow; Turbulence; Darcy–Weisbach equation; Mechanics; Flow (mathematics); Pipe flow; Range (aeronautics); Open-channel flow; Physics; Materials science; Geology; Geotechnical engineering; Porous medium; Porosity","score_opus":0.04469061367203007,"score_gpt":0.337296849111145,"score_spread":0.2926062354391149,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2019808337","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7132415,0.0047050333,0.17726259,0.0017496058,0.0018302266,0.00033201085,0.000007955768,0.00013980773,0.10073123],"genre_scores_gemma":[0.9961976,0.00018015942,0.0021225333,0.00004920171,0.0010479927,0.0000019346444,0.0000013678939,0.000032897693,0.00036634214],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99741906,0.00009093969,0.0005812325,0.00010746421,0.0011756255,0.00062566285],"domain_scores_gemma":[0.9983977,0.0005840975,0.00005803568,0.00025803767,0.00038744905,0.00031468528],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003474563,0.00013285688,0.00025062272,0.0007056524,0.00014707555,0.00008128496,0.0004463402,0.00012590569,0.00037602478],"category_scores_gemma":[0.00047675162,0.00010892014,0.00014676672,0.00064533524,0.00010140769,0.00024309008,0.00004008775,0.0010761906,0.00012327523],"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":[0.0007275072,0.00029860414,0.0014701092,0.00041132153,0.0007112673,0.0028753907,0.008099208,0.20595273,0.14962381,0.002878184,0.19635175,0.43060014],"study_design_scores_gemma":[0.004607558,0.002318216,0.02929146,0.0004035203,0.00009377245,0.0020230906,0.001938079,0.1904262,0.04448975,0.015181684,0.7079642,0.0012625231],"about_ca_topic_score_codex":0.000014191707,"about_ca_topic_score_gemma":0.000061656545,"teacher_disagreement_score":0.5116124,"about_ca_system_score_codex":0.00016101888,"about_ca_system_score_gemma":0.000085854816,"threshold_uncertainty_score":0.46755728},"labels":[],"label_agreement":null},{"id":"W2020463802","doi":"10.1080/00221686.2008.9521939","title":"On the location in flow plan of erosion–deposition zones in sine–generated meandering streams","year":2008,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; University of Waterloo","keywords":"STREAMS; Geology; Crossover; Geometry; Sinuosity; Meander (mathematics); Erosion; Hydrology (agriculture); Deposition (geology); Geomorphology; Mechanics; Physics; Geotechnical engineering; Mathematics; Sediment","score_opus":0.06030225331896045,"score_gpt":0.2955982271850593,"score_spread":0.23529597386609885,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2020463802","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974623,0.000096702766,0.00033701898,0.0011424206,0.000026761014,0.00009602783,4.1226883e-7,0.0000018466608,0.0008365511],"genre_scores_gemma":[0.99955755,0.00023661202,0.000089263754,0.000049425733,0.000020968244,0.0000038066194,0.0000020559323,0.0000044627864,0.000035848076],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9985836,0.00020642206,0.00034187603,0.00010039233,0.00058516907,0.00018251277],"domain_scores_gemma":[0.9995437,0.00019957579,0.00008336761,0.00009452775,0.000038174,0.00004063687],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013822365,0.00005990739,0.00012715891,0.00017255868,0.00009880807,0.000006338205,0.00020343563,0.00005934624,0.0002861734],"category_scores_gemma":[0.00010237953,0.000038804978,0.000023427796,0.00061968184,0.00018487863,0.00018011207,0.000021075302,0.0004128066,0.000018031718],"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":[0.0008166582,0.00089967746,0.23225494,0.000038316655,0.000018603354,0.0003647853,0.003968242,0.67865413,0.0764855,0.00009697446,0.00097118237,0.0054309596],"study_design_scores_gemma":[0.0025593266,0.002336827,0.6943013,0.00053992757,0.000010408015,0.00024145552,0.00063556846,0.0744537,0.22106642,0.003426679,0.00018944878,0.00023895054],"about_ca_topic_score_codex":0.00030829472,"about_ca_topic_score_gemma":0.0005487956,"teacher_disagreement_score":0.6042005,"about_ca_system_score_codex":0.00008665765,"about_ca_system_score_gemma":0.000041648585,"threshold_uncertainty_score":0.3133398},"labels":[],"label_agreement":null},{"id":"W2022609596","doi":"10.1080/00221680109499837","title":"Computation of regime channel characteristics on a thermodynamic basis","year":2001,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Groundwater flow and contamination studies","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Computation; Channel (broadcasting); Basis (linear algebra); Alluvium; Geology; Mechanics; Statistical physics; Hydrology (agriculture); Geotechnical engineering; Mathematics; Computer science; Geometry; Physics; Geomorphology; Algorithm; Telecommunications","score_opus":0.051213279548417694,"score_gpt":0.3280264801461915,"score_spread":0.2768132005977738,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2022609596","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9880801,0.000040217285,0.00496236,0.0014914129,0.00008297876,0.00008297181,0.0000010832405,0.0000032127045,0.0052556726],"genre_scores_gemma":[0.9981773,0.00015941837,0.000055888686,0.00006589527,0.0000675982,0.0000025250022,8.0284866e-7,0.0000073626115,0.0014632118],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9982839,0.00017701164,0.0003314571,0.000102098085,0.00090783567,0.0001976624],"domain_scores_gemma":[0.999375,0.00013320621,0.00019601523,0.000105970896,0.00012497276,0.000064875014],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012550742,0.00006895686,0.00018034226,0.00016494794,0.00010481545,0.000023089007,0.00021484669,0.00003374882,0.00016628171],"category_scores_gemma":[0.000098170945,0.000051249892,0.00006536412,0.00032039182,0.00015552319,0.00014346701,0.00008663403,0.00023383398,0.000110708774],"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":[0.0010454946,0.0013661021,0.05984097,0.0000663542,0.00022180182,0.00043990693,0.0075173965,0.003173791,0.051045768,0.0002357629,0.010166923,0.8648797],"study_design_scores_gemma":[0.0009812132,0.0014254521,0.9656336,0.00016630848,0.00001818467,0.00014119648,0.0008224446,0.01724658,0.0017647916,0.0013376013,0.010306609,0.00015607427],"about_ca_topic_score_codex":0.00006498006,"about_ca_topic_score_gemma":0.000011224183,"teacher_disagreement_score":0.9057926,"about_ca_system_score_codex":0.00014118823,"about_ca_system_score_gemma":0.000015266749,"threshold_uncertainty_score":0.208991},"labels":[],"label_agreement":null},{"id":"W2028367564","doi":"10.1080/00221686.2008.9521938","title":"Revisiting turbulence in smooth uniform open channel flow","year":2008,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Fluid Dynamics and Turbulent Flows","field":"Engineering","cited_by":47,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Turbulence; Open-channel flow; Reynolds stress; Mechanics; Reynolds number; Turbulence kinetic energy; Physics; K-epsilon turbulence model; Chézy formula; Wake; Mean flow; Scaling; Geometry; Mathematics","score_opus":0.059017215835629924,"score_gpt":0.31635471759078937,"score_spread":0.25733750175515946,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2028367564","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95913196,0.0032136447,0.0007985975,0.001269726,0.00040323526,0.00036060918,0.000004576853,0.000027324213,0.03479031],"genre_scores_gemma":[0.99451524,0.0033459326,0.0013578553,0.000038301503,0.000337803,0.0000058143905,0.0000016078902,0.000033366,0.00036407798],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9979394,0.00009749853,0.0005704302,0.00013502118,0.0007365546,0.0005210901],"domain_scores_gemma":[0.999123,0.00015468562,0.000062681305,0.00024424389,0.00023653175,0.00017887479],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0025670442,0.00012798361,0.000322925,0.00055422756,0.00012183496,0.00010727221,0.0009449489,0.00008042559,0.00007588472],"category_scores_gemma":[0.00020082956,0.000109640314,0.000080535465,0.00071293575,0.000064460204,0.0005012479,0.00020930295,0.001073913,0.000043103755],"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":[0.00010160106,0.00010839073,0.0016755008,0.0001828012,0.00006338935,0.0024623056,0.0017950875,0.9593482,0.0010351824,0.0003219934,0.009871511,0.023034018],"study_design_scores_gemma":[0.00080132077,0.00012277659,0.006179965,0.0003735953,0.000002578952,0.00037784624,0.00007012836,0.98261863,0.00019599978,0.0007690909,0.008329105,0.0001589724],"about_ca_topic_score_codex":0.000083987514,"about_ca_topic_score_gemma":0.000016938531,"teacher_disagreement_score":0.035383265,"about_ca_system_score_codex":0.00021888207,"about_ca_system_score_gemma":0.00012695974,"threshold_uncertainty_score":0.46656772},"labels":[],"label_agreement":null},{"id":"W2028624038","doi":"10.1080/00221680109499817","title":"Mixing with multiple circular turbulent jets","year":2001,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Particle Dynamics in Fluid Flows","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Dimensionless quantity; Mixing (physics); Turbulence; Mechanics; Diffuser (optics); Physics; Jet (fluid); Optics","score_opus":0.0474369713075982,"score_gpt":0.3140344060908514,"score_spread":0.2665974347832532,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2028624038","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9889231,0.0010951816,0.005041141,0.0004453358,0.00014217444,0.0001215614,5.6272523e-7,0.000040080806,0.0041908664],"genre_scores_gemma":[0.9978232,0.0004234423,0.0013206274,0.000023893263,0.00025248306,0.000005456939,5.7581553e-7,0.000043795262,0.00010653763],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9977433,0.00011056669,0.00038407938,0.00011990258,0.0010832906,0.00055886793],"domain_scores_gemma":[0.99876565,0.00029660919,0.00004416768,0.00030386247,0.00034647758,0.00024326291],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015760383,0.00012262764,0.00022312743,0.00036635503,0.00009418863,0.00008192524,0.00042044796,0.00006735347,0.000072078146],"category_scores_gemma":[0.00029027293,0.00009817293,0.000079712954,0.0005613958,0.00008777356,0.0002591298,0.000042572923,0.0008737212,0.000086804976],"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":[0.00026171454,0.00024208138,0.029483484,0.00014005088,0.0004025132,0.005079203,0.001566992,0.8363126,0.10619374,0.00015418329,0.008262754,0.0119007],"study_design_scores_gemma":[0.0017244705,0.00036635212,0.013923192,0.00020918214,0.000019411445,0.0031567677,0.00034525222,0.9418908,0.006064295,0.00048103486,0.0315506,0.00026863828],"about_ca_topic_score_codex":0.000010655316,"about_ca_topic_score_gemma":0.000010883156,"teacher_disagreement_score":0.10557822,"about_ca_system_score_codex":0.00025689587,"about_ca_system_score_gemma":0.000062755425,"threshold_uncertainty_score":0.40033758},"labels":[],"label_agreement":null},{"id":"W2028852430","doi":"10.1080/00221686.2014.917809","title":"Characterizing the influence of upstream obstacles on very low head water-turbine performance","year":2014,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Cavitation Phenomena in Pumps","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Turbine; Upstream (networking); Mechanics; Head (geology); Inlet; Water turbine; Power (physics); Materials science; Environmental science; Obstacle; Marine engineering; Physics; Geology; Computer science; Engineering; Mechanical engineering; Thermodynamics; Telecommunications","score_opus":0.02721935920136576,"score_gpt":0.2928631167381272,"score_spread":0.26564375753676145,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2028852430","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99712306,0.00008093309,0.000020707303,0.0006951336,0.00016870534,0.00009654295,0.0000014387032,0.00001452747,0.0017989514],"genre_scores_gemma":[0.99929273,0.00022208589,0.000052733194,0.0000676659,0.00024929762,0.0000052505993,0.0000011911253,0.000024070947,0.00008494679],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981379,0.00013722174,0.00047895504,0.00008634058,0.00081043155,0.0003491794],"domain_scores_gemma":[0.99874777,0.00044474425,0.0000900384,0.00030219898,0.0003241101,0.00009114631],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020933903,0.00010939237,0.00021753792,0.0002972828,0.00009955089,0.00005616593,0.00047229166,0.000045801244,0.000035091267],"category_scores_gemma":[0.00021766183,0.000064266365,0.00007075228,0.00023729962,0.00012301117,0.00032528146,0.000056102504,0.000693827,0.000058547215],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000198092,0.0001162979,0.0028366589,0.0004130435,0.000100838195,0.000014147954,0.0035018448,0.35063466,0.6157633,0.00014665235,0.0007926552,0.025481801],"study_design_scores_gemma":[0.0014285562,0.0017420794,0.28866783,0.001164975,0.00001866764,0.00011785927,0.00040349967,0.02335993,0.65417486,0.000974705,0.027605604,0.0003414316],"about_ca_topic_score_codex":0.000007718111,"about_ca_topic_score_gemma":0.0000014128631,"teacher_disagreement_score":0.32727474,"about_ca_system_score_codex":0.00010328647,"about_ca_system_score_gemma":0.000029119732,"threshold_uncertainty_score":0.30143717},"labels":[],"label_agreement":null},{"id":"W2033289480","doi":"10.1080/00221686.2007.9521804","title":"Air–water interface dynamic and free surface features in hydraulic jumps","year":2007,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":83,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"University of Windsor","keywords":"Hydraulic jump; Free surface; Mechanics; Interface (matter); Surface (topology); Free water; Geology; Hydrology (agriculture); Geotechnical engineering; Geometry; Flow (mathematics); Physics; Mathematics","score_opus":0.013800116670531498,"score_gpt":0.310260231448706,"score_spread":0.2964601147781745,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2033289480","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98225576,0.0060227485,0.0008010575,0.0016666544,0.0004466821,0.00019477005,0.0000029220246,0.000044317254,0.008565084],"genre_scores_gemma":[0.9975442,0.00078233884,0.0006553869,0.00008416682,0.0002081114,0.0000014017794,0.0000014744791,0.000058211586,0.0006646978],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99676645,0.00017558316,0.0007786809,0.00024729854,0.0010088375,0.0010231689],"domain_scores_gemma":[0.9985199,0.00036157313,0.00005966867,0.0004421927,0.00019722918,0.00041945887],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003737806,0.00027210565,0.00049158314,0.00086801953,0.00010490506,0.000106868334,0.00076409796,0.00024799697,0.00011440091],"category_scores_gemma":[0.00028285192,0.00019726323,0.00011541987,0.00050825387,0.00020446084,0.00036527874,0.0002168017,0.002032954,0.000036632613],"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":[0.0012767973,0.0002973595,0.008646587,0.0009244826,0.0005970635,0.004393239,0.014508685,0.33582655,0.4826773,0.00020108224,0.095886335,0.05476453],"study_design_scores_gemma":[0.009976782,0.001935219,0.392895,0.0011390375,0.00007910241,0.0051156245,0.0038518538,0.037267976,0.3704968,0.019051813,0.15605417,0.0021365986],"about_ca_topic_score_codex":0.00015148193,"about_ca_topic_score_gemma":0.0007556518,"teacher_disagreement_score":0.38424844,"about_ca_system_score_codex":0.00030582107,"about_ca_system_score_gemma":0.000060505045,"threshold_uncertainty_score":0.8832287},"labels":[],"label_agreement":null},{"id":"W2035642274","doi":"10.3826/jhr.2009.3327","title":"Flow resistance due to a single spur dike in an open channel","year":2009,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":39,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"University of Saskatchewan","keywords":"Flume; Drag; Spur; Dike; Geology; Flow (mathematics); Geotechnical engineering; Mechanics; Parasitic drag; Channel (broadcasting); Engineering; Petrology; Physics","score_opus":0.0675948312964413,"score_gpt":0.35911443242171703,"score_spread":0.29151960112527575,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2035642274","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9652996,0.00014741313,0.000303804,0.011496844,0.000055035274,0.00027071746,0.000001209367,0.0000054294383,0.022419967],"genre_scores_gemma":[0.99673885,0.000030572264,0.001138386,0.001000747,0.000082706436,0.0000055609235,0.0000010295356,0.000008408119,0.0009937342],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9978178,0.00022687038,0.0004056713,0.00025517432,0.0008033407,0.0004911394],"domain_scores_gemma":[0.99925673,0.00007682188,0.000075895274,0.00023907423,0.000051681178,0.00029978596],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003017459,0.00010062352,0.00025907924,0.00021203532,0.00014744763,0.00009216828,0.0012574743,0.00008009735,0.000849114],"category_scores_gemma":[0.00013580063,0.00008297914,0.000032474552,0.00078013726,0.000114606875,0.00087395636,0.00011778,0.00054840493,0.00014622067],"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":[0.015071689,0.016202783,0.06652836,0.00014485174,0.00011149369,0.02221451,0.03835254,0.26552552,0.28285232,0.0005042649,0.11289993,0.17959173],"study_design_scores_gemma":[0.0051559582,0.015633628,0.7337092,0.0006203435,0.000025672703,0.00042978738,0.0009777683,0.0054766736,0.03134993,0.050382756,0.15524633,0.0009919571],"about_ca_topic_score_codex":0.00007345353,"about_ca_topic_score_gemma":0.0015542281,"teacher_disagreement_score":0.66718084,"about_ca_system_score_codex":0.00016115847,"about_ca_system_score_gemma":0.000055405533,"threshold_uncertainty_score":0.9297203},"labels":[],"label_agreement":null},{"id":"W2036004764","doi":"10.1080/00221686.2007.9521836","title":"The 1996 Lake Ha! Ha! breakout flood, Québec: Test data for geomorphic flood routing methods","year":2007,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Flood Risk Assessment and Management","field":"Environmental Science","cited_by":43,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Institut National de la Recherche Scientifique; Geological Survey of Canada; Natural Resources Canada","funders":"National Science Council","keywords":"Breakout; Flood myth; Geology; Digital elevation model; Hydrology (agriculture); Terrain; Floodplain; Routing (electronic design automation); Event (particle physics); Remote sensing; Cartography; Archaeology; Geography; Geotechnical engineering; Computer science","score_opus":0.10483358409704698,"score_gpt":0.44778937105900674,"score_spread":0.3429557869619598,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2036004764","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.31923863,0.009176453,0.2980978,0.19031896,0.004917464,0.008251426,0.0002230169,0.00022504778,0.16955121],"genre_scores_gemma":[0.93092155,0.0009983494,0.05498242,0.0007108106,0.0013250883,0.00003084037,0.000030404306,0.00008646951,0.010914031],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99557203,0.00041729963,0.0008501811,0.00041472877,0.0016998068,0.0010459769],"domain_scores_gemma":[0.9944161,0.003728173,0.00036574272,0.0010709629,0.00012127764,0.00029774266],"candidate_categories":["metaresearch"],"consensus_categories":[],"category_scores_codex":[0.032232303,0.00019615478,0.0003057156,0.00017199485,0.0010468113,0.0003148098,0.0025902886,0.00008454194,0.00037383416],"category_scores_gemma":[0.0024377098,0.00012532632,0.0001496562,0.00059922837,0.00041659817,0.00062672654,0.0016793597,0.0011250931,0.00012538701],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004307971,0.0009225567,0.08043317,0.00007007815,0.00038274945,0.00034663087,0.0006277377,0.0012475878,0.0075523066,0.00043726873,0.3740501,0.533499],"study_design_scores_gemma":[0.0012028626,0.0006138788,0.044723224,0.00005586266,0.00006999622,0.00012331507,0.0008690575,0.012146601,0.0011513624,0.0010203983,0.9378077,0.00021575183],"about_ca_topic_score_codex":0.0043088407,"about_ca_topic_score_gemma":0.050926402,"teacher_disagreement_score":0.61168295,"about_ca_system_score_codex":0.0002897289,"about_ca_system_score_gemma":0.00017715698,"threshold_uncertainty_score":0.9965205},"labels":[],"label_agreement":null},{"id":"W2037286338","doi":"10.1080/00221686.2008.9521944","title":"Uncertainty assessment: Application to the shoreline","year":2008,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Coastal and Marine Dynamics","field":"Earth and Planetary Sciences","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"U.S. Army Corps of Engineers; Canada Excellence Research Chairs, Government of Canada","keywords":"Shore; Geology; Hydrology (agriculture); Geotechnical engineering; Oceanography","score_opus":0.045778874535437226,"score_gpt":0.3407219779129041,"score_spread":0.2949431033774669,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2037286338","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91710967,0.000298,0.008359788,0.024724033,0.00029476915,0.00039874637,0.000019537138,0.0000108421455,0.048784595],"genre_scores_gemma":[0.99761033,0.0002645225,0.00050726684,0.00027974576,0.00040410593,0.0000010357652,0.000015835136,0.0000021248547,0.00091500813],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9983717,0.00015407184,0.00025664514,0.000098735414,0.0008697758,0.00024907666],"domain_scores_gemma":[0.99896973,0.00026958063,0.000069360176,0.00018019226,0.00034107463,0.00017004083],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019915192,0.00005787994,0.00011214907,0.0001554485,0.00028813136,0.00003687772,0.00038633173,0.00002637321,0.00047006187],"category_scores_gemma":[0.00013855909,0.000031319654,0.000058705038,0.0005320223,0.000090541536,0.00011421166,0.000046971792,0.00048376067,0.00014211002],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024188502,0.000089147885,0.10083435,0.000013741254,0.00003975699,0.00019289518,0.0006182511,0.1665106,0.00013870143,0.00036167688,0.05358124,0.67737776],"study_design_scores_gemma":[0.00021853915,0.0005511036,0.42059562,0.000009907227,0.0000045011834,0.00051027583,0.00022346774,0.10639468,0.000010129533,0.001693614,0.469713,0.00007517393],"about_ca_topic_score_codex":0.0020312571,"about_ca_topic_score_gemma":0.0038162742,"teacher_disagreement_score":0.6773026,"about_ca_system_score_codex":0.000013887289,"about_ca_system_score_gemma":0.00019451125,"threshold_uncertainty_score":0.5146848},"labels":[],"label_agreement":null},{"id":"W2038319434","doi":"10.1080/00221686.2012.659840","title":"Energy dissipation and flow characteristics of baffles and sills on stepped spillways","year":2012,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Baffle; Dissipation; Spillway; Sill; Mechanics; Flow (mathematics); Inlet; Geology; Range (aeronautics); Geotechnical engineering; Materials science; Physics; Thermodynamics; Geomorphology","score_opus":0.026719716317639284,"score_gpt":0.29264401062355244,"score_spread":0.26592429430591313,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2038319434","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99576557,0.0012281361,0.00058007456,0.00013139033,0.00021505568,0.000050786908,0.000007207646,0.000008694344,0.002013108],"genre_scores_gemma":[0.99791044,0.0013137786,0.00028397486,0.00001792604,0.00040171383,0.0000014793372,0.0000021111603,0.000018362653,0.000050224622],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9986819,0.000097822034,0.0003594961,0.00007038046,0.000497028,0.00029334688],"domain_scores_gemma":[0.99921614,0.00023966229,0.0000758298,0.00012457551,0.00012604735,0.00021775247],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007631997,0.00010735308,0.00026634274,0.0002928618,0.000059657177,0.000036726226,0.00010623816,0.00008378459,0.00003417113],"category_scores_gemma":[0.00015897337,0.000081464685,0.000039307957,0.00013449791,0.00009384242,0.00020042455,0.000034996832,0.00031372707,0.000001618982],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033771378,0.00017258746,0.015440853,0.00052359287,0.00025716485,0.00005490521,0.00411787,0.0022151328,0.08335647,0.0019575057,0.005900353,0.88566583],"study_design_scores_gemma":[0.0024980726,0.0022451975,0.79175705,0.0006526797,0.0000792402,0.0004393279,0.00066019857,0.06601549,0.08140287,0.0020695252,0.051528957,0.0006514051],"about_ca_topic_score_codex":0.000011816632,"about_ca_topic_score_gemma":0.0000033272493,"teacher_disagreement_score":0.8850144,"about_ca_system_score_codex":0.00003379202,"about_ca_system_score_gemma":0.000020003297,"threshold_uncertainty_score":0.33220336},"labels":[],"label_agreement":null},{"id":"W2039380683","doi":"10.1080/00221680209499890","title":"A study of a buoyant axisymmetric jet in a small co-flow","year":2002,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Aerodynamics and Acoustics in Jet Flows","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Mechanics; Plume; Entrainment (biomusicology); Turbulence; Jet (fluid); Physics; Flow (mathematics); Rotational symmetry; Sink (geography); Classical mechanics; Meteorology","score_opus":0.10208091992198974,"score_gpt":0.33576419961880255,"score_spread":0.2336832796968128,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2039380683","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9895796,0.00093671534,0.000522239,0.00006854799,0.00015040868,0.00022079448,0.000003388709,0.000009277022,0.008509034],"genre_scores_gemma":[0.9982499,0.00073334057,0.0007529799,0.0000058096134,0.00013050497,0.000005845889,2.9708048e-7,0.000029394278,0.00009192696],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978434,0.00015652404,0.00070227386,0.00011536714,0.0007763716,0.00040605722],"domain_scores_gemma":[0.99886024,0.00037820413,0.000092915856,0.00025772027,0.00027848568,0.00013242192],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0021484275,0.00012246847,0.00039642936,0.0013803256,0.0000399947,0.00003990724,0.0004796392,0.00007547519,0.00010925876],"category_scores_gemma":[0.00042328096,0.000100648525,0.00008176473,0.0014369048,0.00004877628,0.00008061736,0.00006468906,0.0010672767,0.000022735612],"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":[0.00026468828,0.0068274806,0.03214349,0.00055475504,0.0006507744,0.0054677175,0.015087737,0.83355856,0.01131463,0.0001949954,0.024149377,0.06978582],"study_design_scores_gemma":[0.0027529472,0.002469068,0.0139464475,0.00016775118,0.00002095913,0.00016535887,0.0021048088,0.9759628,0.00033354296,0.00042687097,0.0014325433,0.00021690976],"about_ca_topic_score_codex":0.000049397953,"about_ca_topic_score_gemma":0.00012956753,"teacher_disagreement_score":0.14240426,"about_ca_system_score_codex":0.00014882254,"about_ca_system_score_gemma":0.000028091321,"threshold_uncertainty_score":0.46368456},"labels":[],"label_agreement":null},{"id":"W2042175934","doi":"10.1080/00221680209499902","title":"Two dimensional vertically averaged and moment equations for rapidly varied flows","year":2002,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Fluid Dynamics and Turbulent Flows","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"University of Alberta","keywords":"Open-channel flow; Mathematics; Method of mean weighted residuals; Flow (mathematics); Galerkin method; Mechanics; Quadratic equation; Hydrostatic equilibrium; Moment (physics); Residual; Finite element method; Geometry; Mathematical analysis; Physics; Classical mechanics","score_opus":0.0457196081400091,"score_gpt":0.3002102289628961,"score_spread":0.25449062082288704,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2042175934","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9459488,0.0038159855,0.03927276,0.0042192624,0.0007222362,0.00062346295,0.000016690583,0.000044062836,0.0053367764],"genre_scores_gemma":[0.9953843,0.00024143865,0.0036819722,0.000051958257,0.0002108876,0.000013928775,0.0000022987308,0.000024420084,0.0003887927],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99848247,0.00006462997,0.00038168058,0.00010647646,0.0006227254,0.0003419987],"domain_scores_gemma":[0.998786,0.0005554687,0.00002812588,0.00013863496,0.00028202534,0.00020976212],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010852546,0.00009902602,0.00019084178,0.00028009192,0.00016944935,0.00008487204,0.00015611966,0.00004991522,0.0002054628],"category_scores_gemma":[0.0002088811,0.00008262443,0.00008628593,0.00018535335,0.00004965542,0.00014240065,0.00004281589,0.0004267679,0.000022510456],"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":[0.00017375962,0.00034107847,0.00008310319,0.00012744668,0.00038965626,0.000114524984,0.00077410653,0.8978859,0.038136445,0.01022028,0.02892511,0.022828575],"study_design_scores_gemma":[0.0013763044,0.00020449456,0.00026337162,0.000031075942,0.000013241707,0.00003334615,0.000006945275,0.9893132,0.00015634156,0.0022758227,0.0062391255,0.0000867188],"about_ca_topic_score_codex":0.0000040731543,"about_ca_topic_score_gemma":0.000004750397,"teacher_disagreement_score":0.0914273,"about_ca_system_score_codex":0.00009439774,"about_ca_system_score_gemma":0.00002790795,"threshold_uncertainty_score":0.33693263},"labels":[],"label_agreement":null},{"id":"W2049530140","doi":"10.3826/jhr.2009.3381","title":"Experimental study of turbulent flow near model trashracks","year":2009,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Winnipeg; University of Manitoba","funders":"Bureau of Reclamation; Manitoba Hydro","keywords":"Particle image velocimetry; Turbulence; Bar (unit); Mechanics; Reynolds number; Flow (mathematics); Reynolds stress; Geology; Geometry; Shear stress; Optics; Materials science; Physics; Meteorology; Mathematics","score_opus":0.049960207947114386,"score_gpt":0.35261899791602846,"score_spread":0.3026587899689141,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2049530140","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9946541,0.00025837,0.00018474358,0.000844367,0.000032543783,0.00020501058,4.9256164e-7,0.0000054918382,0.0038148458],"genre_scores_gemma":[0.99892974,0.000035066198,0.0006453573,0.00013302935,0.000040909035,0.0000030379492,4.986471e-7,0.000007697449,0.0002046621],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9973842,0.00016312742,0.0005322897,0.00019003988,0.0013796127,0.0003507215],"domain_scores_gemma":[0.99936,0.000059735772,0.00014103139,0.00020608163,0.000057225356,0.00017588444],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0016232631,0.000113837435,0.0002731672,0.000111154324,0.00017684537,0.000023756369,0.0005318296,0.00007542895,0.0012147828],"category_scores_gemma":[0.000033206397,0.000087169705,0.000088639856,0.00031907656,0.00024582728,0.00034779226,0.000043348824,0.0005588862,0.000048028043],"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":[0.0011075126,0.013299011,0.0119759515,0.00001473053,0.00009188722,0.0005627319,0.022351472,0.8819941,0.05408273,0.000018918518,0.0069741616,0.00752676],"study_design_scores_gemma":[0.014021885,0.06108634,0.104019634,0.00017097828,0.00016369144,0.00068358815,0.009049776,0.58452564,0.21215893,0.0060079754,0.0070797657,0.0010318062],"about_ca_topic_score_codex":0.00003311992,"about_ca_topic_score_gemma":0.00000700411,"teacher_disagreement_score":0.2974685,"about_ca_system_score_codex":0.00008633806,"about_ca_system_score_gemma":0.0000600949,"threshold_uncertainty_score":0.9996982},"labels":[],"label_agreement":null},{"id":"W2053524081","doi":"10.1080/00221680509500144","title":"Developing a toolkit for fish passage, ecological flow management and fish habitat works","year":2005,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Fish Ecology and Management Studies","field":"Environmental Science","cited_by":175,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Fisheries and Oceans Canada","funders":"","keywords":"Habitat; Fish habitat; Fish migration; Environmental science; Environmental resource management; Fish <Actinopterygii>; Hydraulics; Ecology; Biota; Fishery; Engineering; Biology","score_opus":0.054976894503515415,"score_gpt":0.3313418349139491,"score_spread":0.2763649404104337,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2053524081","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.71058846,0.00020557223,0.0062306197,0.18622085,0.00035589634,0.0014994702,0.0000047987537,0.000033211174,0.09486115],"genre_scores_gemma":[0.9248971,0.002954126,0.05471797,0.008764746,0.00036002506,0.00013854036,0.0000027213773,0.000022662356,0.0081421295],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.99825096,0.00013553927,0.00036136174,0.00023459962,0.00050175335,0.00051579205],"domain_scores_gemma":[0.99916273,0.00044967735,0.00010646148,0.00012565232,0.00004762336,0.00010785914],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002550426,0.000114095696,0.00022716119,0.00013955637,0.00044110478,0.00008963474,0.00036504935,0.000084519226,0.0005124256],"category_scores_gemma":[0.0002658276,0.00008970579,0.00007099625,0.00024969873,0.00029157757,0.00039597007,0.0006750281,0.00037548962,0.000054709846],"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":[0.00014632568,0.00018655953,0.0343807,0.000049427937,0.00014707934,0.0001153883,0.00022633621,0.0011179202,0.000007540641,0.0004476164,0.89899445,0.06418067],"study_design_scores_gemma":[0.0010448799,0.00039556067,0.5530142,0.00005320035,0.000025361383,0.000029348068,0.000403796,0.0010788805,0.000032335094,0.0047610165,0.4390233,0.00013812266],"about_ca_topic_score_codex":0.0000025126028,"about_ca_topic_score_gemma":0.00079360715,"teacher_disagreement_score":0.5186335,"about_ca_system_score_codex":0.00029321804,"about_ca_system_score_gemma":0.000012803246,"threshold_uncertainty_score":0.56107014},"labels":[],"label_agreement":null},{"id":"W2063149164","doi":"10.1080/00221680209499875","title":"Numerical simulation of the draft tube and tailwater flow interaction","year":2002,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Fluid Dynamics and Heat Transfer","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":"National Research Council Canada","funders":"Deutscher Akademischer Austauschdienst","keywords":"Tailwater; Free surface; Turbulence; Flow (mathematics); Mechanics; Draft tube; Computer simulation; Work (physics); Compressibility; Computer science; Simulation; Geology; Mechanical engineering; Geotechnical engineering; Physics; Engineering","score_opus":0.047294735176362485,"score_gpt":0.30737210089146605,"score_spread":0.26007736571510354,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2063149164","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9900618,0.00045125332,0.0057163243,0.0010602026,0.00022877078,0.00008539554,0.0000010105362,0.000006498287,0.0023887274],"genre_scores_gemma":[0.9994455,0.00022262264,0.00010775028,0.000012954003,0.000098595396,7.326702e-7,1.5516596e-7,0.0000110555,0.00010065267],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99911636,0.000065896755,0.0002517844,0.000047113906,0.00037939486,0.0001394724],"domain_scores_gemma":[0.9995631,0.0001321778,0.000014378189,0.00009530247,0.00014196361,0.000053052416],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039230942,0.00005120127,0.00011415933,0.00013184318,0.000047343372,0.000030104504,0.000107141816,0.00004406053,0.00015679668],"category_scores_gemma":[0.00004186399,0.000032467942,0.00005892727,0.00016582165,0.000041576546,0.00015196242,0.000014826971,0.00044428653,0.0000081528],"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":[0.00002487213,0.0000388205,0.0011119806,0.000054400894,0.000037846487,0.000007622542,0.0007753424,0.9756876,0.010531668,0.000027944745,0.0013871312,0.0103147365],"study_design_scores_gemma":[0.0002135285,0.00008117068,0.00475331,0.00004520235,0.000004969726,0.000029915831,0.000025520563,0.98987156,0.0014602166,0.00012448944,0.0033566884,0.000033450222],"about_ca_topic_score_codex":0.0000078606945,"about_ca_topic_score_gemma":0.0000029876435,"teacher_disagreement_score":0.014183904,"about_ca_system_score_codex":0.00004546309,"about_ca_system_score_gemma":0.0000064916394,"threshold_uncertainty_score":0.19302286},"labels":[],"label_agreement":null},{"id":"W2065495772","doi":"10.1080/00221686.2008.9521858","title":"Optimal design and operation of irrigation pumping stations using mathematical programming and Genetic Algorithm (GA)","year":2008,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Water Systems and Optimization","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Mathematical optimization; Operating cost; Computer science; Genetic algorithm; Scheduling (production processes); Computation; Selection (genetic algorithm); Nonlinear programming; Lagrange multiplier; Capital cost; Nonlinear system; Mathematics; Algorithm; Engineering","score_opus":0.09022741923866252,"score_gpt":0.3235501843682656,"score_spread":0.2333227651296031,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2065495772","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":[0.40749228,0.00025098966,0.592039,0.00002286372,0.000022032644,0.00014021207,3.2947574e-7,0.000005109677,0.000027188345],"genre_scores_gemma":[0.673336,0.00012647205,0.32645395,8.6631053e-7,0.000056093337,0.000002935976,5.8645566e-7,0.000010992505,0.000012032339],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99887216,0.0001460061,0.00039861325,0.00006927257,0.00036313373,0.00015083564],"domain_scores_gemma":[0.99941945,0.00011108889,0.00006870702,0.000059859696,0.000264148,0.00007674133],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008816531,0.00006434722,0.0001570079,0.00024053424,0.00014864877,0.00006498199,0.00005187112,0.000047450136,0.0000050504123],"category_scores_gemma":[0.000056286495,0.0000554568,0.00001901529,0.00016534064,0.000073630436,0.00030149473,0.000018568528,0.00018895694,6.2808766e-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":[0.0000075842977,0.00002229393,0.00016147383,0.00012582126,0.00003263431,0.000030515626,0.0025997923,0.9846761,0.0060551153,0.000032297983,0.000043654654,0.0062127113],"study_design_scores_gemma":[0.00026564836,0.00013433378,0.0010847542,0.00011391829,0.000009953441,0.0006438258,0.00025020653,0.99241036,0.004849564,0.00015415266,0.000029497649,0.00005377513],"about_ca_topic_score_codex":0.00000982646,"about_ca_topic_score_gemma":6.6428646e-7,"teacher_disagreement_score":0.26584375,"about_ca_system_score_codex":0.000044684217,"about_ca_system_score_gemma":0.00004852467,"threshold_uncertainty_score":0.22614627},"labels":[],"label_agreement":null},{"id":"W2066060799","doi":"10.1080/00221680509500110","title":"Two-dimensional depth-averaged modeling of flow in curved open channels","year":2005,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":43,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta; Fisheries and Oceans Canada","funders":"Fisheries and Oceans Canada; Natural Sciences and Engineering Research Council of Canada; University of Alberta","keywords":"Curvature; Open-channel flow; Mechanics; Geometry; Finite element method; Transverse plane; Channel (broadcasting); Flow (mathematics); Galerkin method; Geology; Streamlines, streaklines, and pathlines; Hydrostatic equilibrium; Shallow water equations; Mathematics; Physics; Computer science","score_opus":0.08134546502554872,"score_gpt":0.36534686839512853,"score_spread":0.2840014033695798,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2066060799","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9885923,0.00026362992,0.0005224439,0.001892239,0.00006475368,0.00018861712,9.54102e-7,0.0000029129155,0.008472137],"genre_scores_gemma":[0.9970224,0.00006854007,0.0023819837,0.00015770821,0.0000973014,0.0000052258342,0.0000016680945,0.000010837228,0.00025433474],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9973435,0.00037069526,0.00065305864,0.00020270942,0.0010206696,0.0004094086],"domain_scores_gemma":[0.9992966,0.00016918207,0.00013179849,0.00016865903,0.00007921195,0.00015453935],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0061502606,0.00010397187,0.00031061776,0.00022671535,0.00011523419,0.00002870097,0.00087250024,0.00008308696,0.0023929963],"category_scores_gemma":[0.00012746562,0.00008399646,0.000075010146,0.00047317226,0.00017892163,0.00074728415,0.00024034134,0.00075041666,0.00009620633],"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":[0.00024654792,0.00030334105,0.009851577,0.000009258313,0.000018969162,0.00008133544,0.00063219236,0.9785209,0.0045282864,0.000009400877,0.0004354661,0.0053627393],"study_design_scores_gemma":[0.0033757116,0.000502868,0.0068729143,0.00014216192,0.0000121589865,0.00010263218,0.00011337063,0.9730162,0.011031434,0.0029207426,0.0017177558,0.00019205328],"about_ca_topic_score_codex":0.00036821517,"about_ca_topic_score_gemma":0.00050923607,"teacher_disagreement_score":0.008430089,"about_ca_system_score_codex":0.00011767133,"about_ca_system_score_gemma":0.000104452905,"threshold_uncertainty_score":0.99851894},"labels":[],"label_agreement":null},{"id":"W2066226109","doi":"10.1080/00221686.2007.9521762","title":"Flow recovery in the wake of a suspended flat plate","year":2007,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor; University of Saskatchewan","funders":"","keywords":"Wake; Turbulence; Mechanics; Open-channel flow; Mean flow; Vortex; Flow (mathematics); Reynolds number; Reynolds stress; Shear stress; Physics; Turbulence kinetic energy; Flow separation; Jet (fluid); Geology","score_opus":0.03704036196955554,"score_gpt":0.32808322411874064,"score_spread":0.29104286214918507,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2066226109","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9655705,0.0006412744,0.01091741,0.0008412939,0.00015990416,0.00011062147,0.000001971196,0.0000068952045,0.021750096],"genre_scores_gemma":[0.99841905,0.0004534744,0.0008520907,0.0000292367,0.00010029951,6.4613357e-7,0.0000011626537,0.000010478465,0.0001335399],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99831015,0.00011470523,0.0005287726,0.000057527894,0.00073652423,0.00025230387],"domain_scores_gemma":[0.99912363,0.00040046687,0.000058419908,0.00017664144,0.00017917734,0.00006164964],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.005795714,0.00006359237,0.00018920432,0.00069067895,0.00003429831,0.000043111122,0.00032778812,0.000057879326,0.00013218106],"category_scores_gemma":[0.00017766033,0.000042793807,0.00012242828,0.0008142095,0.000038065315,0.00015123427,0.000021879117,0.00057793024,0.00001201304],"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":[0.0006320827,0.00022857571,0.003436555,0.00017873372,0.0004923049,0.0009641305,0.004736388,0.8254763,0.080101125,0.002364667,0.02234018,0.059048958],"study_design_scores_gemma":[0.00090194267,0.00029417977,0.011562476,0.000091906695,0.000017749067,0.00013412199,0.0010338172,0.96940064,0.0077836155,0.0033534148,0.0052961507,0.00012997162],"about_ca_topic_score_codex":0.000027620703,"about_ca_topic_score_gemma":0.00027107995,"teacher_disagreement_score":0.14392436,"about_ca_system_score_codex":0.00007871337,"about_ca_system_score_gemma":0.000046140027,"threshold_uncertainty_score":0.25108516},"labels":[],"label_agreement":null},{"id":"W2069361672","doi":"10.3826/jhr.2008.3043","title":"Tailwater effects on the characteristics of a square jet near a free-surface","year":2008,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Aerodynamics and Acoustics in Jet Flows","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 Windsor","funders":"","keywords":"Tailwater; Jet (fluid); Free surface; Turbulence; Anemometer; Mechanics; Geology; Physics; Geotechnical engineering","score_opus":0.03109686661179764,"score_gpt":0.27637205276868293,"score_spread":0.2452751861568853,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2069361672","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962782,0.0002168359,0.0005678736,0.0007982775,0.0003059527,0.0001595274,0.000011787123,0.000012390126,0.0016491571],"genre_scores_gemma":[0.9983989,0.00054887723,0.00056927046,0.000042253716,0.0002806492,0.000002576829,0.0000010316227,0.000036297406,0.00012013575],"study_design_codex":"not_applicable","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99803275,0.00015495668,0.00042760803,0.00008929732,0.00094336475,0.0003520432],"domain_scores_gemma":[0.9981611,0.0008540236,0.0000977667,0.0004193965,0.00035651974,0.00011123738],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013191557,0.00013228558,0.00030327187,0.00010653868,0.00016562684,0.000044403172,0.0006245186,0.000086410204,0.000060815884],"category_scores_gemma":[0.0006090515,0.000080320875,0.00012575225,0.00027731963,0.00017194274,0.00006882009,0.00009693747,0.001056651,0.000037256144],"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":[0.0010061875,0.0010873488,0.024924196,0.0026306538,0.0017988676,0.0057750233,0.011125012,0.30665556,0.2907598,0.0020820035,0.33085904,0.021296326],"study_design_scores_gemma":[0.0036618754,0.0043392386,0.08843272,0.0019673153,0.00010671637,0.001015002,0.00048605533,0.77785724,0.06678112,0.004536047,0.04986075,0.0009559244],"about_ca_topic_score_codex":0.000009256899,"about_ca_topic_score_gemma":0.0000018872984,"teacher_disagreement_score":0.4712017,"about_ca_system_score_codex":0.0000799598,"about_ca_system_score_gemma":0.00007342283,"threshold_uncertainty_score":0.45906818},"labels":[],"label_agreement":null},{"id":"W2071959028","doi":"10.1080/00221686.2008.9521839","title":"Numerical investigation of flow recirculation in a draft tube","year":2008,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Water Systems and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; Manitoba Hydro","keywords":"Mechanics; Turbulence; Backflow; Flow (mathematics); Computational fluid dynamics; Reynolds number; Tube (container); Head (geology); Materials science; Physics; Geology; Inlet","score_opus":0.06699681702006464,"score_gpt":0.2914386624837353,"score_spread":0.22444184546367063,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2071959028","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9887708,0.0003017699,0.008765119,0.00022081552,0.00016248909,0.00010855284,4.1433108e-7,0.000009741115,0.001660342],"genre_scores_gemma":[0.9982042,0.000107511856,0.0014680541,0.0000044024328,0.00013931698,0.0000023615319,0.0000017598367,0.00001231184,0.000060113078],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99860144,0.00015045665,0.0004953097,0.000057759244,0.0005412676,0.00015377163],"domain_scores_gemma":[0.99943405,0.00007399049,0.0000660367,0.00009633793,0.00025840697,0.00007119771],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010187553,0.000054324122,0.00017431968,0.00046525174,0.00003033952,0.000012165244,0.000109144545,0.00006497716,0.000018162122],"category_scores_gemma":[0.00011789071,0.00004700322,0.00004341966,0.0005793425,0.000040469695,0.0002660297,0.0000075325006,0.00030642896,0.0000071655104],"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":[0.000020754365,0.000019053607,0.025520165,0.00006969278,0.000015895534,0.00004882453,0.0025278335,0.9611869,0.00575061,0.000013360257,0.00407978,0.00074713206],"study_design_scores_gemma":[0.0008133121,0.00019689235,0.15589899,0.00025051864,0.0000035927812,0.00027528426,0.00008805505,0.8227065,0.018005626,0.0004695641,0.0011800759,0.000111573485],"about_ca_topic_score_codex":0.00005932805,"about_ca_topic_score_gemma":0.000012502553,"teacher_disagreement_score":0.13848038,"about_ca_system_score_codex":0.00011473043,"about_ca_system_score_gemma":0.000065763474,"threshold_uncertainty_score":0.19167358},"labels":[],"label_agreement":null},{"id":"W2072576219","doi":"10.1080/00221680309499995","title":"Hydraulic controls of exchange flows","year":2003,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Fluid Dynamics and Turbulent Flows","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Barotropic fluid; Inviscid flow; Forcing (mathematics); Hydrostatic equilibrium; Geology; Flow (mathematics); Channel (broadcasting); Mechanics; Hydrology (agriculture); Computer science; Geotechnical engineering; Physics; Atmospheric sciences; Climatology","score_opus":0.03285640583234513,"score_gpt":0.295495509933171,"score_spread":0.26263910410082586,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072576219","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91678464,0.0111436,0.001558471,0.0003871751,0.00081951846,0.0003164052,0.000008004784,0.000030740983,0.06895141],"genre_scores_gemma":[0.99718857,0.0014893152,0.00061635935,0.000031134485,0.0002050307,0.000006480906,9.777419e-7,0.00004145745,0.0004207006],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99746245,0.0002153786,0.00068298215,0.00011795777,0.0010096075,0.000511619],"domain_scores_gemma":[0.99863577,0.000284917,0.00009982695,0.00031180936,0.00043906298,0.00022863797],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0025094447,0.0001520187,0.000440936,0.0005902428,0.00005943415,0.00004627819,0.0004009111,0.00011451952,0.00035434222],"category_scores_gemma":[0.00034492457,0.00012666678,0.0002077378,0.0005223663,0.000075016455,0.0001923294,0.000034875808,0.00075685245,0.000051793675],"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":[0.00048283616,0.0010727067,0.0026645113,0.0015632758,0.001546625,0.0012800681,0.002906527,0.5511274,0.25750175,0.015038459,0.11684069,0.04797517],"study_design_scores_gemma":[0.0052283937,0.0011240339,0.0028518164,0.0003667802,0.00006286464,0.00052968186,0.00018245103,0.5207361,0.0150254965,0.006173187,0.4471688,0.00055039104],"about_ca_topic_score_codex":0.00001686981,"about_ca_topic_score_gemma":0.000012083596,"teacher_disagreement_score":0.3303281,"about_ca_system_score_codex":0.00011108288,"about_ca_system_score_gemma":0.000096143034,"threshold_uncertainty_score":0.5165321},"labels":[],"label_agreement":null},{"id":"W2084994062","doi":"10.1080/00221686.2007.9521805","title":"Numerical model for flow past a slot in a rectangular conduit","year":2007,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","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":"Concordia University","funders":"","keywords":"Electrical conduit; Turbulence; Flow (mathematics); Mechanics; Geology; Yield (engineering); Computer simulation; Pipe flow; Data flow model; Computer science; Physics; Thermodynamics","score_opus":0.05524462751897065,"score_gpt":0.35336102683295545,"score_spread":0.2981163993139848,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2084994062","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6262875,0.0032392098,0.35656485,0.0008729387,0.0005783344,0.0006258638,0.0000073963456,0.000065331944,0.011758584],"genre_scores_gemma":[0.9912745,0.00009587839,0.007809591,0.000062233055,0.0005132742,0.000009102777,0.0000013601781,0.00004253528,0.00019153657],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.997633,0.00006997566,0.000648041,0.00014611552,0.00077295006,0.00072993455],"domain_scores_gemma":[0.99880904,0.0004195483,0.00005091342,0.00020262986,0.00025725647,0.00026064194],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0034378795,0.00014647249,0.00036681164,0.0006721745,0.00006255042,0.00004545334,0.0003865253,0.00015171905,0.00003867028],"category_scores_gemma":[0.00028476442,0.0001227098,0.00015855931,0.0005357403,0.00006302043,0.00016859583,0.000027578291,0.00096344785,0.000009377049],"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":[0.00046346948,0.00008895458,0.00025316107,0.00015831612,0.00009898983,0.0004660156,0.0025463854,0.87806785,0.016918594,0.00031166614,0.024071548,0.07655507],"study_design_scores_gemma":[0.0011005625,0.00022432813,0.0013015738,0.000070191294,0.000005976648,0.0001511392,0.0001061973,0.97640514,0.0037572475,0.002860842,0.013863179,0.00015361978],"about_ca_topic_score_codex":0.000026143096,"about_ca_topic_score_gemma":0.000051327774,"teacher_disagreement_score":0.364987,"about_ca_system_score_codex":0.00022545297,"about_ca_system_score_gemma":0.000103209095,"threshold_uncertainty_score":0.500396},"labels":[],"label_agreement":null},{"id":"W2087238398","doi":"10.1080/00221680509500136","title":"Vertically integrated numerical model to simulate breach formation by flow overtopping earth-filled dams: hydraulics","year":2005,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; Tehran University of Medical Sciences and Health Services; University of Ottawa; University of Florida; Florida State University","keywords":"Hydraulics; Hydraulic jump; Geology; Geotechnical engineering; Mechanics; Shear stress; Hydrostatic equilibrium; Compressibility; Flow (mathematics); Engineering; Physics","score_opus":0.029618582631356024,"score_gpt":0.31867241122975265,"score_spread":0.2890538285983966,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2087238398","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.49419987,0.0015572477,0.4840536,0.004122799,0.00040102325,0.00059012335,0.000024363102,0.0002114304,0.01483953],"genre_scores_gemma":[0.9880399,0.0001987411,0.010384969,0.00046470392,0.0004039747,0.000008950465,0.000013931967,0.0000692091,0.0004156348],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99598765,0.00020731616,0.0010524429,0.00024348673,0.0015752439,0.0009338692],"domain_scores_gemma":[0.99801433,0.00026507443,0.00008453865,0.00038280807,0.0005702637,0.0006829562],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001152319,0.00031144862,0.0005603512,0.0006068057,0.00017437241,0.00019860009,0.00067765504,0.00023891356,0.00013479266],"category_scores_gemma":[0.0005211752,0.00025691657,0.00021106884,0.0008481736,0.00007019383,0.00083161076,0.000103620616,0.0015653468,0.00016496472],"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":[0.00013878102,0.00006102418,0.0000070288456,0.000035538626,0.00007377766,0.000029076746,0.00097510015,0.8451362,0.035051394,0.0000315716,0.047885064,0.07057543],"study_design_scores_gemma":[0.0008552855,0.00023550478,0.00011378517,0.000096931675,0.0000158783,0.00011418829,0.00008114791,0.9218813,0.012339439,0.0002455924,0.06376514,0.00025577494],"about_ca_topic_score_codex":0.00001679349,"about_ca_topic_score_gemma":0.000020471685,"teacher_disagreement_score":0.49384,"about_ca_system_score_codex":0.00040010858,"about_ca_system_score_gemma":0.00015403684,"threshold_uncertainty_score":0.9999883},"labels":[],"label_agreement":null},{"id":"W2087698660","doi":"10.1080/00221680009498334","title":"Integrated two-dimensional macrophytes-hydrodynamic modeling","year":2000,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Geological formations and processes","field":"Earth and Planetary Sciences","cited_by":47,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique","funders":"National Research Council Canada; Natural Sciences and Engineering Research Council of Canada","keywords":"Macrophyte; Geology; Hydrology (agriculture); Geotechnical engineering; Oceanography","score_opus":0.052072003679257156,"score_gpt":0.31532723836364124,"score_spread":0.26325523468438405,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2087698660","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9752281,0.0010644569,0.000087969245,0.00081323565,0.000089654,0.000059422404,0.0000073070196,0.000008768345,0.022641141],"genre_scores_gemma":[0.99747556,0.0001957887,0.001195647,0.000115844734,0.00014401584,2.7595027e-7,0.000014386704,0.000002405355,0.00085606874],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980881,0.00020657293,0.0004210347,0.0001161169,0.00080045953,0.00036770644],"domain_scores_gemma":[0.9989912,0.00022629068,0.000063579726,0.000109689994,0.0004226574,0.00018656193],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0016547726,0.00009014161,0.00018092476,0.00024729132,0.0002683741,0.00010107569,0.00035869598,0.000053624444,0.02126212],"category_scores_gemma":[0.00013600764,0.000055706034,0.00008137114,0.00061899587,0.000102725724,0.00039547696,0.000010145448,0.00067700073,0.00089169055],"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":[0.00016310505,0.000031877313,0.003209312,0.000010310332,0.00001769369,0.00007603024,0.000080632606,0.8538115,0.000051350344,0.0000135312275,0.0006733805,0.14186127],"study_design_scores_gemma":[0.00036195412,0.0004132121,0.005203723,0.00004481247,0.0000051186885,0.00034529646,0.00007758543,0.9792416,0.00003915761,0.008971222,0.005204315,0.000091997],"about_ca_topic_score_codex":0.0010340421,"about_ca_topic_score_gemma":0.00020986979,"teacher_disagreement_score":0.14176928,"about_ca_system_score_codex":0.000008974259,"about_ca_system_score_gemma":0.00017105436,"threshold_uncertainty_score":0.9998862},"labels":[],"label_agreement":null},{"id":"W2087776151","doi":"10.3826/jhr.2008.3015","title":"A transient 2-D water quality model for pipeline systems","year":2008,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Water Systems and Optimization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Turbulence; Mechanics; Advection; Transient (computer programming); Flow (mathematics); Diffusion; Physics; Thermodynamics; Computer science","score_opus":0.16213924566033913,"score_gpt":0.35515570380133527,"score_spread":0.19301645814099613,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2087776151","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":[0.25988266,0.0008499833,0.73531485,0.00043203618,0.00053005834,0.00042751234,0.000008229225,0.00003401258,0.002520684],"genre_scores_gemma":[0.99543864,0.00015836651,0.0007859552,0.0000082566075,0.00039448816,0.000018101638,0.0000035577,0.000027168488,0.0031654863],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9981776,0.00010657292,0.00065085205,0.000086924905,0.0006252331,0.00035281453],"domain_scores_gemma":[0.99902755,0.00006556996,0.00004196146,0.00015450471,0.00058050005,0.00012989085],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023716402,0.0000894853,0.000271714,0.0002441592,0.0001102025,0.000043833228,0.0001907233,0.000074291864,0.0000069531907],"category_scores_gemma":[0.000037993545,0.000057513043,0.00011558222,0.00011091215,0.00003285271,0.00019864629,0.000012510373,0.00027021897,0.000011103041],"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":[0.000048851496,0.000030079638,0.000022759756,0.00018325426,0.000027657978,0.000016725015,0.0020436095,0.9569374,0.003122463,0.000038799306,0.037426446,0.00010199929],"study_design_scores_gemma":[0.0006659217,0.00008391747,0.000047602225,0.000049830353,0.000004743997,0.00013751072,0.000093436596,0.98287076,0.002994146,0.00006240542,0.012907979,0.000081748774],"about_ca_topic_score_codex":0.000031403746,"about_ca_topic_score_gemma":0.0000120487075,"teacher_disagreement_score":0.73555595,"about_ca_system_score_codex":0.00010139271,"about_ca_system_score_gemma":0.000044970344,"threshold_uncertainty_score":0.23453137},"labels":[],"label_agreement":null},{"id":"W2087832967","doi":"10.1080/00221686.2004.9641222","title":"The effect of background turbulence on jet entrainment: an experimental study of a plane jet in a shallow coflow","year":2004,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Aerodynamics and Acoustics in Jet Flows","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Dilution; Turbulence; Entrainment (biomusicology); Effluent; Jet (fluid); Plume; Mechanics; Buoyancy; Environmental science; Turbulent diffusion; Diffusion; Chemistry; Physics; Meteorology; Thermodynamics; Environmental engineering","score_opus":0.030230469120529346,"score_gpt":0.33770392077273803,"score_spread":0.3074734516522087,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2087832967","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982987,0.00047893907,0.000048330014,0.000040591043,0.00016864874,0.00036056162,0.0000053225413,0.000005053672,0.00059387827],"genre_scores_gemma":[0.99961764,0.00017353761,0.000078822966,0.000003671998,0.00008622524,0.000010986332,0.0000010575931,0.000022951159,0.0000050984418],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99755764,0.0002580657,0.000569535,0.00012673189,0.0011338438,0.00035419993],"domain_scores_gemma":[0.9988329,0.000574262,0.00010731055,0.00029512364,0.0000800329,0.00011041408],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0026874123,0.00014871875,0.0003519998,0.0002370241,0.00007269953,0.000043950946,0.0005665244,0.000060677692,0.00001879528],"category_scores_gemma":[0.00010937102,0.00009400714,0.00007150932,0.00028603815,0.000117040654,0.000110349065,0.000064604785,0.0007413528,0.000002776043],"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":[0.0021066812,0.0039194115,0.009948078,0.00028378644,0.00037306646,0.00093490153,0.010196599,0.77796656,0.19018158,0.00037304932,0.00024986258,0.0034664117],"study_design_scores_gemma":[0.04147821,0.16490464,0.051897015,0.0031007924,0.00014249675,0.0005243938,0.03824209,0.3336053,0.36192426,0.0021461833,0.00066759967,0.0013670068],"about_ca_topic_score_codex":0.00006673058,"about_ca_topic_score_gemma":0.00013319986,"teacher_disagreement_score":0.44436127,"about_ca_system_score_codex":0.00025252308,"about_ca_system_score_gemma":0.000045241377,"threshold_uncertainty_score":0.38335},"labels":[],"label_agreement":null},{"id":"W2115758953","doi":"10.1080/00221680209499894","title":"Turbulent sand jets in water","year":2002,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Turbulence; Nozzle; Jet (fluid); Reynolds number; Mechanics; Momentum (technical analysis); Flux (metallurgy); Physics; Geology; Materials science; Thermodynamics","score_opus":0.056044050218488156,"score_gpt":0.3115609571058437,"score_spread":0.2555169068873555,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2115758953","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9636709,0.00044061898,0.000019340103,0.010973539,0.00004198271,0.00007050467,1.0297133e-7,0.0000031565917,0.02477982],"genre_scores_gemma":[0.9976196,0.00061602483,0.000053603388,0.00024123912,0.00007955063,0.0000025136692,3.169971e-7,0.0000062891336,0.0013808204],"study_design_codex":"observational","study_design_gemma":"not_applicable","domain_scores_codex":[0.9982046,0.00014116171,0.00032668523,0.00013030367,0.0007740094,0.00042326993],"domain_scores_gemma":[0.99962467,0.000070129354,0.000037564554,0.00011600639,0.000024816502,0.0001268335],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0017960366,0.0000702649,0.00014794516,0.00021763766,0.00008533558,0.000019513445,0.00033896332,0.00007167614,0.013629362],"category_scores_gemma":[0.00005548114,0.000043609394,0.000048013546,0.0003440741,0.00021741066,0.00028715786,0.00005138507,0.00058848533,0.0009579207],"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":[0.0009257189,0.0041643023,0.55491567,0.00016465304,0.00015435502,0.012807436,0.026723744,0.056821942,0.12517837,0.00010500188,0.13820142,0.079837434],"study_design_scores_gemma":[0.004851454,0.0023093412,0.12231171,0.00018070273,0.0000223641,0.0013734988,0.00029120664,0.0057574906,0.13694155,0.010725406,0.71467733,0.00055790885],"about_ca_topic_score_codex":0.000054027612,"about_ca_topic_score_gemma":0.000024185318,"teacher_disagreement_score":0.576476,"about_ca_system_score_codex":0.00010823013,"about_ca_system_score_gemma":0.000011075482,"threshold_uncertainty_score":0.99981993},"labels":[],"label_agreement":null},{"id":"W2140637270","doi":"10.1080/00221686.2014.928805","title":"Open-channel turbulent flow through bar racks","year":2014,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Fluid Dynamics and Turbulent Flows","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; Bureau of Reclamation; Manitoba Hydro","keywords":"Bar (unit); Turbulence; Flow (mathematics); Mechanics; Geometry; Scale (ratio); Open-channel flow; Materials science; Geology; Structural engineering; Physics; Mathematics; Engineering; Meteorology","score_opus":0.04439398973641945,"score_gpt":0.32121432098299824,"score_spread":0.2768203312465788,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2140637270","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5510513,0.010096884,0.093611315,0.017156754,0.0053110416,0.001679888,0.00002010537,0.00022808943,0.32084462],"genre_scores_gemma":[0.9932992,0.0011722312,0.0035327694,0.00017674844,0.0008032441,0.000009138124,0.0000032836786,0.00006448047,0.0009388928],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99749345,0.00019265294,0.0005627055,0.00017313512,0.0010000177,0.00057806494],"domain_scores_gemma":[0.99866,0.00023064202,0.00006852738,0.00040542625,0.00039307796,0.00024229584],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0029462369,0.00017202666,0.00037672513,0.0002465901,0.00014454049,0.0003044222,0.0012591437,0.00011759507,0.00028123683],"category_scores_gemma":[0.00021693725,0.00013828714,0.0001480535,0.0003267219,0.000070730996,0.0005184197,0.00025792615,0.001057072,0.000243302],"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":[0.00009212817,0.00015947148,0.000042830743,0.00011381987,0.00017576081,0.00020700207,0.0008375237,0.8097236,0.0014387273,0.0024829272,0.17291251,0.011813709],"study_design_scores_gemma":[0.00092549645,0.00031157536,0.00022033583,0.0001096962,0.000009410938,0.00017239962,0.000038098762,0.8134272,0.0005640402,0.0077255312,0.17633118,0.00016503115],"about_ca_topic_score_codex":0.000038557355,"about_ca_topic_score_gemma":0.000007355895,"teacher_disagreement_score":0.44224793,"about_ca_system_score_codex":0.0001448231,"about_ca_system_score_gemma":0.00007087349,"threshold_uncertainty_score":0.5639186},"labels":[],"label_agreement":null},{"id":"W2156269504","doi":"10.1080/00221686.2011.621740","title":"Rigid-plug elastic-water model for transient pipe flow with entrapped air pocket","year":2011,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Water Systems and Optimization","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"National Natural Science Foundation of China","keywords":"Water hammer; Mechanics; Air water; Transient (computer programming); Interpolation (computer graphics); Spark plug; Water flow; Plug flow; Flow (mathematics); Current (fluid); Water damage; Materials science; Transient flow; Geotechnical engineering; Geology; Computer science; Mechanical engineering; Composite material; Physics; Engineering; Surge","score_opus":0.062189274786443365,"score_gpt":0.2701025961385989,"score_spread":0.2079133213521555,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2156269504","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":[0.16186762,0.00017984954,0.8329235,0.00025430444,0.000264874,0.0004398951,0.000008005575,0.00003839071,0.0040236013],"genre_scores_gemma":[0.9890513,0.000039679857,0.010006572,0.000020219886,0.00018738708,0.00002075431,0.000003500798,0.000044765588,0.0006258397],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983579,0.000055512228,0.00041512653,0.0001193161,0.00056005496,0.0004921092],"domain_scores_gemma":[0.99915755,0.00003976863,0.00003940295,0.00016750816,0.00041103546,0.0001847099],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009139068,0.00013246342,0.000244494,0.00030685833,0.00008821142,0.000043216074,0.00023956518,0.00007857454,0.000068527894],"category_scores_gemma":[0.000014597112,0.00007999347,0.00009387519,0.00013823365,0.00004019167,0.00028496387,0.000013947052,0.000326377,0.000015637099],"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":[0.00035786987,0.00007938586,0.00005718202,0.00015594721,0.00012254671,0.000044865206,0.005391252,0.98071563,0.0024972658,0.00003089443,0.010106084,0.00044109087],"study_design_scores_gemma":[0.0012160115,0.0005005378,0.0001974208,0.0001053471,0.000023537748,0.00008996662,0.0000922717,0.96649706,0.02752047,0.00029907128,0.0033187403,0.00013957942],"about_ca_topic_score_codex":0.000012104124,"about_ca_topic_score_gemma":0.00003568327,"teacher_disagreement_score":0.82718366,"about_ca_system_score_codex":0.00007950468,"about_ca_system_score_gemma":0.000057067373,"threshold_uncertainty_score":0.3262039},"labels":[],"label_agreement":null},{"id":"W2167919925","doi":"10.1080/00221686.2006.9521681","title":"Soft computing-based nonlinear fusion algorithms for describing non-Darcy flow in porous media","year":2006,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"University of Guelph","keywords":"Soft computing; Computer science; Vagueness; Nonlinear system; Flow (mathematics); Fuzzy logic; Artificial neural network; Algorithm; Process (computing); Fluid dynamics; Darcy's law; Mathematical optimization; Artificial intelligence; Porous medium; Mathematics; Geology; Porosity; Mechanics","score_opus":0.048819566349738774,"score_gpt":0.304868060734112,"score_spread":0.2560484943843732,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2167919925","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5788177,0.0009205883,0.4175059,0.00043737888,0.0008923314,0.00034237077,0.000018440518,0.000088483204,0.0009768243],"genre_scores_gemma":[0.9541674,0.000037414833,0.044651028,0.0000151918175,0.0010102012,0.000004608969,0.000016225946,0.000059482813,0.000038414793],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9977153,0.00006120181,0.0006688389,0.00015213658,0.0007580847,0.00064444455],"domain_scores_gemma":[0.9985949,0.0006851332,0.000061822284,0.00019086391,0.00031759526,0.00014970219],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0026620904,0.00016893649,0.00035502916,0.0007305462,0.00009227909,0.00009101267,0.00034699938,0.00012508847,0.000010642663],"category_scores_gemma":[0.00022474726,0.00015402306,0.00013489413,0.00054617354,0.00004630618,0.0001846493,0.000039659844,0.0008692527,0.000008983699],"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":[0.000050601284,0.0001026388,0.00031508293,0.00010829045,0.000015219944,0.0001559129,0.00016740178,0.9609197,0.00385237,0.000008434577,0.00267949,0.031624854],"study_design_scores_gemma":[0.0015003677,0.00015499162,0.003969796,0.00027211214,0.0000057039815,0.00004496768,0.00006998007,0.98788375,0.0023731918,0.00013533837,0.003429445,0.00016033315],"about_ca_topic_score_codex":0.00007648545,"about_ca_topic_score_gemma":0.000047872207,"teacher_disagreement_score":0.37534973,"about_ca_system_score_codex":0.0002514246,"about_ca_system_score_gemma":0.00013384978,"threshold_uncertainty_score":0.6280878},"labels":[],"label_agreement":null},{"id":"W2278411610","doi":"10.1080/00221686.2015.1085919","title":"A coupled two-dimensional numerical model for rapidly varying flow, sediment transport and bed morphology","year":2015,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Qatar National Research Fund","keywords":"Bed load; Flux limiter; Sediment transport; Shallow water equations; Jacobian matrix and determinant; Mechanics; Flow (mathematics); Erosion; Geology; Sediment; Mathematics; Applied mathematics; Physics; Geomorphology","score_opus":0.06787496013900068,"score_gpt":0.3395854334610459,"score_spread":0.27171047332204523,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2278411610","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97645956,0.00049442746,0.018906252,0.0031002413,0.00011670429,0.00031213387,0.000004615279,0.000011121332,0.0005949416],"genre_scores_gemma":[0.99131536,0.00004284924,0.007791667,0.0004555571,0.00010020881,0.000022421897,0.0000073397277,0.000018265366,0.0002463329],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99746346,0.00012378398,0.00052742776,0.00029699376,0.0010507485,0.0005375772],"domain_scores_gemma":[0.99889374,0.00022076741,0.00012465903,0.00014531925,0.000138715,0.00047680538],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0035298748,0.00015247981,0.0003618873,0.00014611334,0.00018441919,0.000013144224,0.0003129295,0.00012107654,0.00044300733],"category_scores_gemma":[0.00010108556,0.00011994376,0.00009830005,0.00024190449,0.00040244995,0.00031762224,0.00006098415,0.00055352884,0.000030296906],"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":[0.0026382408,0.00055845187,0.014837985,0.000033153126,0.00011828432,0.0003672534,0.002351391,0.95612526,0.015103211,0.000038761827,0.0055957623,0.002232271],"study_design_scores_gemma":[0.004133055,0.0010731592,0.0011381627,0.000020355857,0.000048873404,0.00034046717,0.000049134447,0.98647624,0.0013052702,0.0040452383,0.0012039279,0.00016609665],"about_ca_topic_score_codex":0.00006379008,"about_ca_topic_score_gemma":0.000011546157,"teacher_disagreement_score":0.030351024,"about_ca_system_score_codex":0.00011652937,"about_ca_system_score_gemma":0.00020021407,"threshold_uncertainty_score":0.48911646},"labels":[],"label_agreement":null},{"id":"W2325015371","doi":"10.1080/00221686.2015.1131204","title":"Local wave speed and bulk flow viscosity in Francis turbines at part load operation","year":2016,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Water Systems and Optimization","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"BC Hydro; European Commission; Energy Foundation","keywords":"Draft tube; Francis turbine; Mechanics; Turbine; Flow (mathematics); Cavitation; Viscosity; Marine engineering; Dimensionless quantity; Physics; Mechanical engineering; Engineering","score_opus":0.035815790618545666,"score_gpt":0.270659871682901,"score_spread":0.23484408106435534,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2325015371","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9745558,0.0009193668,0.020978233,0.0010361684,0.00039362328,0.00017412922,0.00000287312,0.000014806583,0.0019250162],"genre_scores_gemma":[0.99830765,0.00039553674,0.00020672644,0.000009087309,0.00026378152,0.0000016736743,7.2379993e-7,0.000013671447,0.00080113043],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987308,0.00009832937,0.00034405044,0.00009414953,0.0005040356,0.00022863042],"domain_scores_gemma":[0.9994657,0.00007573897,0.000032835407,0.00010586961,0.00021578092,0.00010406937],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012536561,0.00007950879,0.00017946653,0.00018888121,0.000054012995,0.000055183882,0.00008438466,0.00007392404,0.00009268878],"category_scores_gemma":[0.000077379125,0.00004942134,0.000030733052,0.0001462775,0.000048362468,0.00032281794,0.00004467319,0.0001960446,0.000033170305],"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":[0.0004514896,0.00010169467,0.007993959,0.00029465384,0.00015559852,0.0005412362,0.0034364301,0.81167126,0.05545002,0.000043028533,0.071721405,0.048139255],"study_design_scores_gemma":[0.0030766865,0.0003913185,0.014900313,0.00055604405,0.000010161896,0.00037513569,0.00011103061,0.902756,0.04793305,0.00019247118,0.029422669,0.00027513973],"about_ca_topic_score_codex":0.00005775643,"about_ca_topic_score_gemma":0.00036680483,"teacher_disagreement_score":0.09108475,"about_ca_system_score_codex":0.00038456183,"about_ca_system_score_gemma":0.00003869355,"threshold_uncertainty_score":0.20153436},"labels":[],"label_agreement":null},{"id":"W2756465913","doi":"10.1080/00221686.2017.1356758","title":"New insight in Francis turbine cavitation vortex rope: role of the runner outlet flow swirl number","year":2017,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Cavitation Phenomena in Pumps","field":"Engineering","cited_by":92,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Seventh Framework Programme; BC Hydro; École Polytechnique Fédérale de Lausanne; European Commission","keywords":"Francis turbine; Draft tube; Cavitation; Turbine; Mechanics; Rope; Precession; Torque; Vortex; Flow (mathematics); Resonance (particle physics); Control theory (sociology); Computer science; Acoustics; Physics; Engineering; Mechanical engineering","score_opus":0.026049824127776684,"score_gpt":0.3166933596561991,"score_spread":0.2906435355284224,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2756465913","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9737292,0.0010563659,0.00029399517,0.0016671552,0.0007396044,0.00024597612,0.0000055163027,0.000010706626,0.022251492],"genre_scores_gemma":[0.9977683,0.00009170871,0.001033914,0.000030294128,0.0003490909,0.0000046673317,0.0000010123563,0.000033425007,0.00068760733],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99781454,0.00013431459,0.0005997074,0.00011157966,0.001030816,0.0003090708],"domain_scores_gemma":[0.9984841,0.00017822775,0.00021617694,0.0005678447,0.00041831622,0.00013533638],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014104502,0.00011889118,0.00027459548,0.0002731706,0.00013624511,0.00012064414,0.0008203543,0.00009002255,0.0003405843],"category_scores_gemma":[0.00070345675,0.00008567486,0.00011805703,0.00033842144,0.000099666286,0.0004974228,0.00012001354,0.00087156735,0.000079020625],"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":[0.00046027257,0.00046469163,0.14616928,0.0004279255,0.000529985,0.00022129645,0.033844598,0.30667716,0.21723014,0.0019485721,0.08720731,0.20481879],"study_design_scores_gemma":[0.003208886,0.00017013165,0.8641852,0.00036554466,0.000028436403,0.00008748342,0.0007239583,0.03371124,0.020248137,0.015631994,0.061298985,0.00033999322],"about_ca_topic_score_codex":0.00026472672,"about_ca_topic_score_gemma":0.00020906015,"teacher_disagreement_score":0.7180159,"about_ca_system_score_codex":0.00019646074,"about_ca_system_score_gemma":0.00013677879,"threshold_uncertainty_score":0.3786575},"labels":[],"label_agreement":null},{"id":"W2887527764","doi":"10.1080/00221686.2017.1405367","title":"Conceptual analogy for modelling entrapped air action in hydraulic systems By Sandra C. Martins, Helena M. Ramos, and António B. Almeida","year":2018,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"National Natural Science Foundation of China","keywords":"Analogy; Action (physics); Non-blocking I/O; Geography; Geology; Physics; Philosophy; Chemistry; Epistemology","score_opus":0.0602408579855807,"score_gpt":0.33063748845228424,"score_spread":0.27039663046670354,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2887527764","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9629052,0.007841381,0.026178142,0.0005384983,0.0008015848,0.00051717955,0.00001810008,0.000042993914,0.0011568958],"genre_scores_gemma":[0.99678284,0.0016382728,0.0003208065,0.00007004093,0.00096884137,0.000021296297,0.000008612452,0.000051499832,0.00013778747],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99704677,0.00027374932,0.0008473967,0.0002739874,0.00072112744,0.00083699246],"domain_scores_gemma":[0.9985615,0.00041533247,0.00013710269,0.00023160304,0.00035838474,0.00029609152],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018824599,0.00024564686,0.00056646514,0.00059179973,0.00019209388,0.000117984695,0.00033897525,0.00032336893,0.000033756354],"category_scores_gemma":[0.00014251043,0.00021492537,0.00010695557,0.00045043053,0.0003602225,0.00041441887,0.00004645454,0.0010891763,0.000009032234],"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":[0.0019508526,0.00029112893,0.0027106723,0.0011756759,0.00080494944,0.00026616536,0.010756103,0.5969778,0.119414106,0.0013794386,0.22679338,0.037479777],"study_design_scores_gemma":[0.0036645639,0.0013699667,0.0009275625,0.00029326644,0.000033996777,0.00039290238,0.002180909,0.75216126,0.0156086525,0.0009039154,0.2219816,0.00048138056],"about_ca_topic_score_codex":0.00018964938,"about_ca_topic_score_gemma":0.00007442917,"teacher_disagreement_score":0.15518354,"about_ca_system_score_codex":0.0002046056,"about_ca_system_score_gemma":0.0001125148,"threshold_uncertainty_score":0.8764402},"labels":[],"label_agreement":null},{"id":"W2995343696","doi":"10.1080/00221686.2019.1671522","title":"Offset height effect on turbulent characteristics of twin surface jets","year":2019,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Fluid Dynamics and Turbulent Flows","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Turbulence; Vorticity; Mechanics; Offset (computer science); Reynolds number; Vortex; Particle image velocimetry; Physics; Entrainment (biomusicology); Geometry; Optics; Mathematics; Acoustics","score_opus":0.01652338916417124,"score_gpt":0.2809232161587138,"score_spread":0.26439982699454256,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2995343696","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99423575,0.0005024205,0.0000300182,0.0002813785,0.00056644744,0.00022539403,0.000009533385,0.000013683635,0.004135369],"genre_scores_gemma":[0.9987776,0.0003838658,0.00008172236,0.000020237387,0.00016701687,0.0000012325058,0.000005010125,0.00003754235,0.00052576506],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99766064,0.00017868563,0.00055923016,0.00012701453,0.0010899088,0.00038451827],"domain_scores_gemma":[0.99867284,0.00044491256,0.00011051819,0.00033874204,0.00027374766,0.00015925296],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019738018,0.00015755056,0.00045734827,0.00031051002,0.000032957083,0.000043639306,0.00039518977,0.000106447136,0.00020378862],"category_scores_gemma":[0.00010379908,0.00011951039,0.00017063077,0.00028534784,0.000042129708,0.00010839571,0.00005094569,0.00088458485,0.00022136336],"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":[0.002047388,0.0010571468,0.0364222,0.0029315143,0.0012480633,0.0012215194,0.0013832906,0.54979056,0.28772008,0.0019210913,0.07844116,0.03581602],"study_design_scores_gemma":[0.003678698,0.0068259886,0.06747376,0.0013021145,0.000049352173,0.000277839,0.0000338287,0.8206739,0.03854824,0.0003586568,0.06019151,0.00058616186],"about_ca_topic_score_codex":0.000008675661,"about_ca_topic_score_gemma":7.875344e-7,"teacher_disagreement_score":0.27088332,"about_ca_system_score_codex":0.00013415139,"about_ca_system_score_gemma":0.000052207986,"threshold_uncertainty_score":0.4873492},"labels":[],"label_agreement":null},{"id":"W3000235815","doi":"10.1080/00221686.2019.1703047","title":"Acoustic sampling effects on bedload quantification using acoustic Doppler current profilers","year":2020,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","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 Ottawa","funders":"Norges Forskningsråd","keywords":"Bed load; Geology; Doppler effect; Acoustic Doppler velocimetry; Acoustic Doppler current profiler; Sampling (signal processing); Acoustics; Environmental science; Current (fluid); Sediment transport; Sediment; Laser Doppler velocimetry; Geomorphology; Oceanography; Optics; Physics","score_opus":0.1527411180637725,"score_gpt":0.3934422942159117,"score_spread":0.2407011761521392,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3000235815","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9762374,0.0004219521,0.020161496,0.0021744915,0.00026691146,0.00031914914,0.0000019937413,0.000016215892,0.0004003913],"genre_scores_gemma":[0.99878174,0.00017687502,0.0004220696,0.00027374158,0.00030185402,0.0000065309096,0.0000028944721,0.00001761328,0.00001665234],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99737227,0.00024074226,0.0004423431,0.0002932138,0.0012015759,0.00044988355],"domain_scores_gemma":[0.99881005,0.0004644601,0.00018862262,0.00015896186,0.00007391245,0.0003039699],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014528908,0.00014389146,0.00024561785,0.00013865382,0.0002785815,0.000047568396,0.0004409899,0.00008858847,0.00057951565],"category_scores_gemma":[0.000512848,0.000114160975,0.00008860149,0.00058854785,0.00021070277,0.0002987699,0.00006618349,0.0010224046,0.00032170923],"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":[0.0005797394,0.000424672,0.013777785,0.000372748,0.000060346112,0.00015276733,0.0015598466,0.497002,0.4637129,0.000013765594,0.004186433,0.018156983],"study_design_scores_gemma":[0.009442972,0.010968982,0.13776703,0.002261704,0.0007368395,0.00052660477,0.0012899283,0.4953328,0.28814688,0.002819153,0.04856845,0.0021386505],"about_ca_topic_score_codex":0.0000143161,"about_ca_topic_score_gemma":0.00000471493,"teacher_disagreement_score":0.17556603,"about_ca_system_score_codex":0.00015824476,"about_ca_system_score_gemma":0.00009193997,"threshold_uncertainty_score":0.634529},"labels":[],"label_agreement":null},{"id":"W30369005","doi":"10.1111/desc.12724","title":"Flow patterns in nappe flow regime down low-gradient stepped chutes. Reply by the authors","year":2009,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Directorate for Social, Behavioral and Economic Sciences; National Institutes of Health; NIH Office of the Director; Social Sciences and Humanities Research Council of Canada; Nederlandse Organisatie voor Wetenschappelijk Onderzoek","keywords":"Sill; Hydraulics; Geology; Flow (mathematics); Spillway; Mechanics; Geotechnical engineering; Hydraulic jump; Hydrology (agriculture); Geometry; Mathematics; Engineering; Physics; Petrology","score_opus":0.01811871153700286,"score_gpt":0.2879839720181456,"score_spread":0.26986526048114273,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W30369005","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97320706,0.0035616863,0.0012595063,0.012992069,0.0009220458,0.0005316489,0.000020472473,0.000078314435,0.007427172],"genre_scores_gemma":[0.99720466,0.0006833453,0.00031619158,0.0004324628,0.0005598935,0.000008383901,0.000006099067,0.00004075333,0.0007482023],"study_design_codex":"not_applicable","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9959048,0.0003993223,0.0009165865,0.0002734646,0.001526973,0.0009788448],"domain_scores_gemma":[0.99839747,0.00028145616,0.00011516275,0.0006337873,0.00021568881,0.00035644838],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0031836927,0.0002816247,0.0004899365,0.00057153765,0.00017905103,0.00020468033,0.0010312517,0.00017779334,0.00018214503],"category_scores_gemma":[0.00034776833,0.00018746976,0.00022009779,0.00082766847,0.00010973323,0.00028665602,0.00006426692,0.0022624459,0.00003801259],"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":[0.0003422076,0.00026250456,0.00108567,0.0001637171,0.0002450879,0.0013205871,0.006012476,0.2177598,0.012383674,0.000097803226,0.50663316,0.2536933],"study_design_scores_gemma":[0.0053505325,0.002055875,0.0575131,0.0011342369,0.00005504451,0.0014655159,0.0012415707,0.5576035,0.017741874,0.004588197,0.3500327,0.0012178788],"about_ca_topic_score_codex":0.000082915496,"about_ca_topic_score_gemma":0.00006245455,"teacher_disagreement_score":0.3398437,"about_ca_system_score_codex":0.00031202487,"about_ca_system_score_gemma":0.00011131716,"threshold_uncertainty_score":0.9829327},"labels":[],"label_agreement":null},{"id":"W3211873116","doi":"10.1080/00221686.2021.1944924","title":"A remark on finite volume methods for 2D shallow water equations over irregular bottom topography By Cristiana Di Cristo, Massimo Greco, Michele Iervolino, Riccardo Martino and Andrea Vacca","year":2021,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Advanced Numerical Methods in Computational Mathematics","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":"University of Ottawa; Environment and Climate Change Canada","funders":"","keywords":"Finite volume method; Volume (thermodynamics); Geology; Mechanics; Physics; Thermodynamics","score_opus":0.0568041003680496,"score_gpt":0.4098652508303909,"score_spread":0.35306115046234127,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3211873116","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00909043,0.0030551355,0.9841286,0.0021004665,0.00042464613,0.0002329511,0.000028334287,0.00003721346,0.0009022407],"genre_scores_gemma":[0.0982305,0.00040947294,0.8995019,0.00019492487,0.00044791872,0.000055494318,0.000020931035,0.000107001135,0.0010318067],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9968139,0.00072783604,0.00081465964,0.00030573522,0.00074846856,0.0005894046],"domain_scores_gemma":[0.9931185,0.0053328285,0.000137306,0.00035017787,0.0007667106,0.0002944659],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0031629766,0.00024110239,0.00055138074,0.0004284296,0.00022709618,0.00015530248,0.00031016182,0.00014962463,0.00015170446],"category_scores_gemma":[0.0032869077,0.00019882483,0.00026712866,0.0005894948,0.00011735615,0.00023939066,0.000114542294,0.0009265612,0.0000087338],"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":[0.0009218875,0.0014774161,0.002116203,0.0030272994,0.00218216,0.00035822505,0.0033673032,0.16622679,0.11955429,0.0031163062,0.18651621,0.5111359],"study_design_scores_gemma":[0.0015268843,0.00064789166,0.0010762278,0.0002450375,0.00013718205,0.0001152022,0.00028774937,0.6452341,0.017806211,0.15304203,0.17932203,0.00055943016],"about_ca_topic_score_codex":0.000004071676,"about_ca_topic_score_gemma":0.0000013296469,"teacher_disagreement_score":0.5105765,"about_ca_system_score_codex":0.000154775,"about_ca_system_score_gemma":0.000066270026,"threshold_uncertainty_score":0.8107841},"labels":[],"label_agreement":null},{"id":"W3213430722","doi":"10.1080/00221686.2021.1944923","title":"Computational fluid dynamics for sub-atmospheric pressure analysis in pipe drainage By Mohsen Besharat, Oscar Enrique Coronado-Hernández, Vicente Samuel Fuertes-Miquel, Maria Teresa Viseu and Helena Margarida Ramos, <i>J. Hydraulic Res</i>. 58(4), 2020, 553–565, 10.1080/00221686.2019.1625819","year":2021,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Water Systems and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Drainage; Geology; Closure (psychology); Atmospheric pressure; Humanities; Hydrology (agriculture); Geotechnical engineering; Art; Oceanography","score_opus":0.009163047060475167,"score_gpt":0.2513676202222643,"score_spread":0.24220457316178912,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3213430722","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6700505,0.05916099,0.24198052,0.011028805,0.0017202968,0.004869936,0.0016472386,0.00033474597,0.0092069525],"genre_scores_gemma":[0.9887138,0.0013730926,0.0028944504,0.00013975087,0.0003509017,0.000067395325,0.00068328495,0.00015206818,0.005625246],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99478304,0.00076627586,0.0014862178,0.0006590761,0.0013104884,0.0009949082],"domain_scores_gemma":[0.99681985,0.0006820207,0.00033697538,0.000521498,0.0011955511,0.00044407192],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0023171082,0.0004995758,0.0011166107,0.00038946612,0.00025754914,0.0005792834,0.0006187862,0.00041376412,0.00030813747],"category_scores_gemma":[0.00026927388,0.00048705892,0.00036244802,0.0020523523,0.00012192161,0.0007359242,0.00023979851,0.0011390955,0.000016903437],"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":[0.00056406285,0.00036057967,0.0049004117,0.00091848837,0.0020184088,0.0005460136,0.00067680643,0.81012917,0.008795589,0.000111680994,0.16845037,0.0025284076],"study_design_scores_gemma":[0.0024560376,0.00033118212,0.011248199,0.00022810405,0.000267641,0.00022424992,0.00022393344,0.94849026,0.0012175849,0.00053259556,0.034242507,0.0005377249],"about_ca_topic_score_codex":0.00040090602,"about_ca_topic_score_gemma":0.0015861094,"teacher_disagreement_score":0.3186633,"about_ca_system_score_codex":0.0005466836,"about_ca_system_score_gemma":0.000310224,"threshold_uncertainty_score":0.9997581},"labels":[],"label_agreement":null},{"id":"W4210872541","doi":"10.1080/00221686.2021.2004255","title":"Effect of free surface perturbation on fully developed smooth open channel flow","year":2022,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Mechanics; Perturbation (astronomy); Free surface; Particle image velocimetry; Reynolds number; Reynolds stress; Open-channel flow; Shear stress; Physics; Mean flow; Shear velocity; Shear flow; Geology; Flow (mathematics); Turbulence","score_opus":0.04266002366176244,"score_gpt":0.3379460707442952,"score_spread":0.2952860470825328,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4210872541","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9819775,0.00013573498,0.00008988475,0.003293297,0.00013418584,0.00034106305,0.0000062826757,0.0000043562973,0.014017666],"genre_scores_gemma":[0.9980946,0.00006920339,0.00018014834,0.00017071709,0.000034154247,0.0000137006145,0.000004152358,0.000012445757,0.0014208684],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9967405,0.000883366,0.00039029223,0.00019939193,0.001471281,0.0003151238],"domain_scores_gemma":[0.9988522,0.0005448618,0.0001855343,0.0002509175,0.000051855433,0.0001146365],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0077594197,0.00010596084,0.00027654404,0.00012562585,0.00038536964,0.000027803551,0.0015208938,0.000052235602,0.004097273],"category_scores_gemma":[0.00031951125,0.00007988253,0.00007039622,0.00058027817,0.00016983892,0.00031259592,0.0005304468,0.00077520625,0.000054013588],"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":[0.011507944,0.0015130847,0.037366737,0.00020528673,0.00023104392,0.0006856299,0.006060961,0.7986555,0.032147165,0.00011670506,0.07604175,0.035468195],"study_design_scores_gemma":[0.025520649,0.0944293,0.12960687,0.00040667073,0.0002280893,0.00065156515,0.0014313554,0.058675207,0.33972803,0.020699745,0.32698163,0.0016408782],"about_ca_topic_score_codex":0.0001136351,"about_ca_topic_score_gemma":0.000022935354,"teacher_disagreement_score":0.7399803,"about_ca_system_score_codex":0.00018674,"about_ca_system_score_gemma":0.00010960533,"threshold_uncertainty_score":0.9968131},"labels":[],"label_agreement":null},{"id":"W4211219420","doi":"10.1080/00221686.2021.2001589","title":"Numerical study on the mechanisms of storm geysers in a vertical riser-chamber system","year":2022,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Water Systems and Optimization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Suncor Energy (Canada); University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Inflow; Pressure drop; Mechanics; Airflow; Environmental science; Geology; Surge; Flow (mathematics); Volume (thermodynamics); Materials science; Geotechnical engineering; Hydrology (agriculture); Geomorphology; Engineering; Mechanical engineering","score_opus":0.0482966985225251,"score_gpt":0.29937121348904067,"score_spread":0.25107451496651556,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4211219420","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9934737,0.000079409925,0.0029688026,0.00040102954,0.00037214492,0.00040453867,0.0000012523387,0.000013343554,0.0022857874],"genre_scores_gemma":[0.99978846,0.0000025110362,0.000028357475,0.000008457201,0.00006137097,0.00002950703,2.1055304e-7,0.000019768479,0.000061353676],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99727505,0.0006522726,0.00049102755,0.000086485874,0.001254713,0.00024042361],"domain_scores_gemma":[0.99935234,0.0002156485,0.000047987516,0.00020148708,0.000112065805,0.000070482565],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0034808265,0.00007788345,0.00024182365,0.0003316162,0.00009724294,0.000026239637,0.00026949128,0.000029086936,0.0000606926],"category_scores_gemma":[0.00006798042,0.0000513304,0.000065608845,0.00053991587,0.000018262386,0.00006821117,0.000076280434,0.00078829133,0.000008500527],"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":[0.00019342123,0.00037288872,0.0016032031,0.00007634577,0.000105817424,0.00038771707,0.004567164,0.9857404,0.0009541524,0.0014481533,0.0044507612,0.000099934216],"study_design_scores_gemma":[0.0040968442,0.007378888,0.030156147,0.00038450945,0.000044206212,0.00058775453,0.06284929,0.88350874,0.0070979684,0.00058912864,0.0028902923,0.00041624313],"about_ca_topic_score_codex":0.000115654664,"about_ca_topic_score_gemma":0.00001561626,"teacher_disagreement_score":0.10223171,"about_ca_system_score_codex":0.00037816825,"about_ca_system_score_gemma":0.000046617468,"threshold_uncertainty_score":0.34247774},"labels":[],"label_agreement":null},{"id":"W4233680081","doi":"10.1080/00221686.2008.9521899","title":"Comparison between the two-component pressure approach and current transient flow solvers","year":2008,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Computational Fluid Dynamics and Aerodynamics","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Component (thermodynamics); Transient (computer programming); Current (fluid); Flow (mathematics); Transient flow; Mechanics; Computer science; Geology; Physics; Geomorphology; Thermodynamics; Surge","score_opus":0.06570937047109103,"score_gpt":0.34087144230703115,"score_spread":0.2751620718359401,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4233680081","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94603485,0.0057009654,0.046577357,0.0004408938,0.00024103367,0.00019637047,0.000010013567,0.000016948072,0.00078157685],"genre_scores_gemma":[0.99736136,0.0007945066,0.0014892773,0.000005365863,0.00030155815,0.0000032993266,0.000006974956,0.000018423914,0.00001920649],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99811494,0.0001308531,0.0004251451,0.000114336726,0.0009217242,0.00029300872],"domain_scores_gemma":[0.9991514,0.00029729336,0.00004999517,0.00014178976,0.00020477624,0.00015475148],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010717106,0.000117940195,0.00026741446,0.00018559583,0.00022459235,0.000057133642,0.00031440286,0.000037044927,0.00000570273],"category_scores_gemma":[0.000023693347,0.000081521146,0.000097179436,0.00024344858,0.0001414653,0.000103513725,0.00005451011,0.0009673637,0.000003222797],"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":[0.000019368073,0.00007961528,0.0048649637,0.000066656874,0.00013223181,0.000012088725,0.0012601141,0.97479236,0.00030162578,0.00012923234,0.003521344,0.014820413],"study_design_scores_gemma":[0.0004611856,0.000068047164,0.058936648,0.00002947208,0.000021422626,0.000091679125,0.00007163632,0.93056095,0.000025264757,0.0001823876,0.009466327,0.00008500015],"about_ca_topic_score_codex":0.000008803391,"about_ca_topic_score_gemma":0.0000019065772,"teacher_disagreement_score":0.054071687,"about_ca_system_score_codex":0.00006639292,"about_ca_system_score_gemma":0.00005961667,"threshold_uncertainty_score":0.4202768},"labels":[],"label_agreement":null},{"id":"W4234980388","doi":"10.1080/00221686.2008.9521878","title":"Experimental study on mean velocity characteristics of flow over vertical drop","year":2008,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Fluid Dynamics and Turbulent Flows","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":"Geology; Mechanics; Drop (telecommunication); Flow (mathematics); Hydrology (agriculture); Geomorphology; Geotechnical engineering; Geometry; Mathematics; Physics; Engineering; Mechanical engineering","score_opus":0.04859353966196339,"score_gpt":0.32260358285559637,"score_spread":0.274010043193633,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4234980388","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978878,0.00016027252,0.00012194799,0.00004032526,0.00031062734,0.0001451305,0.000004269927,0.000011896277,0.001317763],"genre_scores_gemma":[0.999492,0.00008000955,0.000112081536,0.000011719477,0.00022189762,0.0000029030114,0.000001148366,0.000027735203,0.00005052366],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9977449,0.00011630246,0.0005207878,0.00011048562,0.0011968347,0.00031066764],"domain_scores_gemma":[0.99922425,0.00013363497,0.000037370017,0.00023394446,0.00019574123,0.00017506946],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007806153,0.00012354531,0.0003288417,0.00028128855,0.00008404956,0.000022299773,0.00029231622,0.00006316995,0.00012997027],"category_scores_gemma":[0.00009773246,0.0001021665,0.00011405823,0.00022714878,0.00010066307,0.000102828206,0.00006583578,0.0006883616,0.00003179635],"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":[0.0050081215,0.034143176,0.11672372,0.0005557679,0.0033717796,0.01307935,0.05435234,0.10397152,0.59029925,0.0014949546,0.059296038,0.017703982],"study_design_scores_gemma":[0.0027447643,0.004766495,0.30564845,0.000111014786,0.000021655505,0.00018976712,0.00041340242,0.6626267,0.022063969,0.00005489345,0.0010724686,0.0002864704],"about_ca_topic_score_codex":0.0000120990535,"about_ca_topic_score_gemma":0.000001407263,"teacher_disagreement_score":0.5682353,"about_ca_system_score_codex":0.00018055997,"about_ca_system_score_gemma":0.00006003588,"threshold_uncertainty_score":0.4166229},"labels":[],"label_agreement":null},{"id":"W4283080264","doi":"10.1080/00221686.2022.2041497","title":"Effects of developing ice covers on bridge pier scour","year":2022,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pier; Bridge scour; Geology; Geotechnical engineering; Bridge (graph theory); Hydrology (agriculture); Geomorphology; Engineering; Civil engineering","score_opus":0.035856572024261846,"score_gpt":0.3274098008427903,"score_spread":0.29155322881852846,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4283080264","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9911844,0.00020852537,0.00023585375,0.0017937864,0.0001433375,0.00013534386,0.0000012461323,0.0000038351845,0.006293636],"genre_scores_gemma":[0.99884343,0.000129497,0.00011404016,0.00045598394,0.00004314159,0.0000073995657,6.9936584e-7,0.000009253646,0.0003965466],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9974349,0.00031347468,0.00031964263,0.00015024794,0.0014642192,0.00031750853],"domain_scores_gemma":[0.9991137,0.00047969865,0.00015410785,0.000115511255,0.00003784921,0.000099156234],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0024644327,0.00007942317,0.00019485294,0.00018198918,0.00029455373,0.000009722626,0.0005155138,0.000037699796,0.0015630922],"category_scores_gemma":[0.0001654464,0.000067375484,0.0000735251,0.0005389344,0.00021487795,0.00017885838,0.0001513434,0.0007780109,0.00006970768],"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":[0.006562189,0.0042097582,0.24726649,0.00096557225,0.00076317874,0.0065904236,0.013458651,0.2676467,0.274254,0.0018935931,0.12902413,0.04736534],"study_design_scores_gemma":[0.00425553,0.006254616,0.54063845,0.00023332989,0.00006977316,0.00038976644,0.0004550538,0.00067896344,0.1844963,0.004148091,0.25790006,0.00048011634],"about_ca_topic_score_codex":0.00007142944,"about_ca_topic_score_gemma":0.000006388452,"teacher_disagreement_score":0.29337192,"about_ca_system_score_codex":0.00021837572,"about_ca_system_score_gemma":0.00012581228,"threshold_uncertainty_score":0.9993496},"labels":[],"label_agreement":null},{"id":"W4311611318","doi":"10.1080/00221686.2022.2132309","title":"Energy dissipation in a rapid filling vertical pipe with trapped air","year":2022,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Water Systems and Optimization","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Fundamental Research Funds for the Central Universities; China Scholarship Council; Fok Ying Tong Education Foundation; National Natural Science Foundation of China","keywords":"Dissipation; Mechanics; Energy (signal processing); Thermal management of electronic devices and systems; Environmental science; Geology; Materials science; Meteorology; Physics; Thermodynamics; Mechanical engineering; Engineering","score_opus":0.028130608474801273,"score_gpt":0.26943357332306644,"score_spread":0.24130296484826516,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4311611318","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9525909,0.00088171294,0.040646307,0.0009161653,0.00028925162,0.00014806095,0.0000018241833,0.000028968934,0.0044967965],"genre_scores_gemma":[0.99945134,0.00006493349,0.00017782081,0.0000140493785,0.00011515413,0.00001645636,0.00000277382,0.000018897137,0.00013857693],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99848443,0.00020332616,0.000317914,0.00007448064,0.00068532425,0.00023452417],"domain_scores_gemma":[0.99963546,0.00007328093,0.000026417492,0.000095817355,0.00009122824,0.00007777888],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010256177,0.00006251454,0.00014830432,0.0004368261,0.000088610504,0.000029218314,0.00015539395,0.000027491822,0.000095380834],"category_scores_gemma":[0.0000226426,0.000049286566,0.000034816618,0.00054160145,0.00001867093,0.00016674325,0.000028854709,0.00045095352,0.0000014329701],"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":[0.00015816707,0.00006377015,0.0007526783,0.000031172793,0.000027579466,0.000159236,0.001002395,0.98931605,0.0017478227,0.00007552035,0.0030810055,0.0035845977],"study_design_scores_gemma":[0.002141146,0.0012702717,0.007710151,0.0001533747,0.00001015901,0.00032147867,0.0010655217,0.9377266,0.008699523,0.00026355762,0.04040583,0.00023234906],"about_ca_topic_score_codex":0.000053912485,"about_ca_topic_score_gemma":0.00006533882,"teacher_disagreement_score":0.05158942,"about_ca_system_score_codex":0.00018515828,"about_ca_system_score_gemma":0.000056665653,"threshold_uncertainty_score":0.20098478},"labels":[],"label_agreement":null},{"id":"W4367048430","doi":"10.1080/00221686.2023.2180444","title":"Thermohaline equation of state for pure water, seawater and brine","year":2023,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Oceanographic and Atmospheric Processes","field":"Earth and Planetary Sciences","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Thermohaline circulation; Seawater; Salinity; Brackish water; Buoyancy; Environmental science; Oceanography; Temperature salinity diagrams; Estuary; Temperate climate; Geology; Thermodynamics; Physics","score_opus":0.08377348909628347,"score_gpt":0.32947458412349717,"score_spread":0.2457010950272137,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367048430","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.996535,0.0007495457,0.00031656915,0.0018481619,0.00007327013,0.00011504503,0.000009859951,0.000006471532,0.00034605735],"genre_scores_gemma":[0.9977142,0.0012778277,0.0002611091,0.000026795626,0.000113273156,4.5127052e-7,0.000016006305,0.0000034930276,0.00058684393],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99875087,0.0000823352,0.00029074377,0.0000911195,0.0005010454,0.00028387705],"domain_scores_gemma":[0.99914193,0.00027804213,0.00008329437,0.00006979328,0.00033161737,0.000095329604],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0024376337,0.00005923244,0.00016155919,0.000110031026,0.000096080934,0.000041906613,0.0001692998,0.000030758543,0.00019623709],"category_scores_gemma":[0.0001164399,0.000032855743,0.000048476915,0.00038750068,0.00011575796,0.00020860284,0.000017772705,0.00015553158,0.0000152049315],"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":[0.0015976056,0.00012757677,0.39304858,0.001116656,0.00030501944,0.00017641582,0.0041993116,0.0130328145,0.0149289435,0.00007895885,0.012171134,0.559217],"study_design_scores_gemma":[0.004881182,0.006447,0.6158227,0.00038400953,0.00007054379,0.00023856894,0.0026766793,0.11891069,0.0807053,0.113589644,0.055739786,0.00053389615],"about_ca_topic_score_codex":0.00012403136,"about_ca_topic_score_gemma":0.000052598276,"teacher_disagreement_score":0.5586831,"about_ca_system_score_codex":0.0000017339676,"about_ca_system_score_gemma":0.00005379456,"threshold_uncertainty_score":0.21486585},"labels":[],"label_agreement":null},{"id":"W4385989964","doi":"10.1080/00221686.2023.2224276","title":"Analysis of the riverbed backscattered signal registered by ADCPs in different bedload transport conditions – field application","year":2023,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Bundesinstitut für Sportwissenschaft","keywords":"Bed load; Geology; Sediment transport; Sediment; Hydrology (agriculture); Geomorphology; Geotechnical engineering","score_opus":0.033081628566963193,"score_gpt":0.3326668015653897,"score_spread":0.2995851729984265,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385989964","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99283504,0.000041964842,0.00039131104,0.0054643215,0.00002736435,0.00018011096,0.000019520734,0.0000052858672,0.0010350466],"genre_scores_gemma":[0.99933565,0.00011306296,0.00000670456,0.00013091709,0.00001730922,0.000016641688,0.00002688255,0.000005571008,0.0003472726],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99798787,0.0001922188,0.00053932,0.00018418586,0.00082493736,0.00027148376],"domain_scores_gemma":[0.99911135,0.00030413075,0.00020251909,0.00025788133,0.00004060398,0.000083488696],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.001163527,0.000090022826,0.00029049796,0.00034503863,0.00011624296,0.000007610897,0.0005839007,0.000093015864,0.0016233444],"category_scores_gemma":[0.00003940022,0.000059312817,0.00019302742,0.002165103,0.00029349135,0.00014177905,0.000044408876,0.0004569517,0.000030094034],"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":[0.00016997829,0.00033284194,0.9100363,0.000027832755,0.0002644929,0.000026918697,0.0011269401,0.011926734,0.06526772,0.000012843489,0.009601444,0.0012059554],"study_design_scores_gemma":[0.0005165573,0.00017456434,0.97768354,0.000028897348,0.00014534603,0.000003737491,0.00013856174,0.002834651,0.015490273,0.0005482013,0.002359068,0.000076576485],"about_ca_topic_score_codex":0.0003164976,"about_ca_topic_score_gemma":0.00065458065,"teacher_disagreement_score":0.06764727,"about_ca_system_score_codex":0.00006752053,"about_ca_system_score_gemma":0.000029019098,"threshold_uncertainty_score":0.99928933},"labels":[],"label_agreement":null},{"id":"W4386770222","doi":"10.1080/00221686.2023.2246923","title":"Main channel width effects on overtopping-induced non-cohesive fluvial dike breaching","year":2023,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Flood Risk Assessment and Management","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec","funders":"","keywords":"Froude number; Geology; Hydrograph; Fluvial; Dike; Channel (broadcasting); Geotechnical engineering; Erosion; Geomorphology; Landslide; Flow (mathematics); Mechanics; Hydrology (agriculture); Surface runoff; Petrology; Engineering","score_opus":0.0418483164251806,"score_gpt":0.3547923844996716,"score_spread":0.312944068074491,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386770222","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96864086,0.000015683481,0.00021322658,0.0040946268,0.00055276236,0.00034142993,9.223749e-7,0.00002555867,0.026114954],"genre_scores_gemma":[0.99640095,0.00012075523,0.00013850369,0.0002946387,0.0004985464,0.000016938853,0.0000019294348,0.000028256189,0.0024995056],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9961601,0.0004144894,0.0003680189,0.0002892007,0.002030091,0.00073812134],"domain_scores_gemma":[0.99870265,0.0005534862,0.00016496418,0.00029510682,0.000030312887,0.0002534979],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0034433044,0.00017111421,0.00028237863,0.0004780958,0.0003691007,0.00011867195,0.00064838876,0.000076072465,0.00017238292],"category_scores_gemma":[0.0002677019,0.0001315208,0.00015277047,0.0009021677,0.00008028112,0.00035188245,0.00053498027,0.0008970064,0.0012369654],"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":[0.0006581682,0.0007526895,0.005512212,0.00019685643,0.00031992933,0.004453618,0.0046967627,0.014036603,0.41569874,0.00029100903,0.38177827,0.17160514],"study_design_scores_gemma":[0.00835672,0.010719522,0.75310636,0.0012474231,0.00011959908,0.00017634023,0.002578127,0.041857574,0.11218585,0.013838708,0.054508515,0.0013052432],"about_ca_topic_score_codex":0.00034228904,"about_ca_topic_score_gemma":0.00005765615,"teacher_disagreement_score":0.7475942,"about_ca_system_score_codex":0.00042560158,"about_ca_system_score_gemma":0.000045037727,"threshold_uncertainty_score":0.9995407},"labels":[],"label_agreement":null},{"id":"W4387375462","doi":"10.1080/00221686.2023.2240276","title":"Effect of leading-edge geometry on flow beneath a simulated ice block","year":2023,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Cryospheric studies and observations","field":"Earth and Planetary Sciences","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba; Memorial University of Newfoundland","funders":"","keywords":"Vortex; Geology; Mechanics; Flow (mathematics); Geometry; Instability; Enhanced Data Rates for GSM Evolution; Leading edge; Meteorology; Physics; Engineering; Mathematics","score_opus":0.061744434466397324,"score_gpt":0.35311466201161007,"score_spread":0.29137022754521275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387375462","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.995567,0.0007993017,0.000004673656,0.0007346271,0.00028230413,0.000141588,0.0000145712975,0.00001283084,0.0024430645],"genre_scores_gemma":[0.9982972,0.00049223105,0.000042731583,0.000043543063,0.00024625068,3.4943847e-7,0.0000077004715,0.0000052398454,0.00086475833],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99766845,0.00030190017,0.0003928359,0.00014277095,0.0010772408,0.00041681743],"domain_scores_gemma":[0.9960576,0.0031748652,0.00014060162,0.00018254554,0.00029139724,0.00015296148],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0036269417,0.00010522177,0.00034786962,0.0003544669,0.00024593124,0.000042622618,0.00035011908,0.00006336939,0.00054595666],"category_scores_gemma":[0.0012477433,0.00007008335,0.00014580875,0.002250609,0.00010306502,0.00011044512,0.000033966433,0.0005066021,0.0003451457],"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":[0.00085290254,0.00007483299,0.33098418,0.00017162952,0.00025127124,0.0003222345,0.0006713469,0.5223146,0.0004479235,0.000011328072,0.044924628,0.098973155],"study_design_scores_gemma":[0.0015834332,0.008358903,0.80917853,0.00023047323,0.00004344141,0.00004368309,0.00038184816,0.14409208,0.0019690706,0.00018153993,0.03374448,0.00019254762],"about_ca_topic_score_codex":0.00035413253,"about_ca_topic_score_gemma":0.00010018399,"teacher_disagreement_score":0.47819433,"about_ca_system_score_codex":0.000014183883,"about_ca_system_score_gemma":0.00007249245,"threshold_uncertainty_score":0.5977842},"labels":[],"label_agreement":null},{"id":"W4388414442","doi":"10.1080/00221686.2023.2259859","title":"Experimental investigation of the hydrodynamic field around a half-cone woody debris jam on a bridge pier","year":2023,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council; University of Ottawa","keywords":"Debris; Pier; Geology; Geotechnical engineering; Wake; Debris flow; Drag; Mechanics; Structural engineering; Engineering; Physics","score_opus":0.05022917363940146,"score_gpt":0.33112287152495995,"score_spread":0.2808936978855585,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388414442","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99026924,0.000094652736,0.000020634468,0.005415051,0.0001391741,0.00016878956,0.0000010954717,0.000008253151,0.0038830994],"genre_scores_gemma":[0.99867624,0.000052764357,0.000021002412,0.00041142292,0.00007467638,0.000009069074,0.0000015421912,0.000011334281,0.0007419371],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9977088,0.00023202783,0.000408228,0.0001834073,0.0011311995,0.00033635081],"domain_scores_gemma":[0.9991076,0.00033138003,0.00016828913,0.00024366601,0.000028367704,0.000120685414],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017064911,0.0001046383,0.00018975287,0.00017430935,0.00021245654,0.000021571897,0.00055204064,0.000098892655,0.00064186164],"category_scores_gemma":[0.00016709862,0.00007046643,0.000114189366,0.0008515659,0.00044858857,0.0002476215,0.00011670419,0.0006258468,0.0002501568],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011113954,0.00085390673,0.33846688,0.00009784179,0.00023649192,0.0003901909,0.010622462,0.019048357,0.5782415,0.00018936893,0.044616073,0.0061255223],"study_design_scores_gemma":[0.0017979693,0.0027138442,0.47118613,0.00023434538,0.000036478337,0.00014031724,0.0007776539,0.00819434,0.503677,0.004359875,0.0066047297,0.0002773231],"about_ca_topic_score_codex":0.00023542887,"about_ca_topic_score_gemma":0.000050517723,"teacher_disagreement_score":0.13271925,"about_ca_system_score_codex":0.00010554913,"about_ca_system_score_gemma":0.00006913796,"threshold_uncertainty_score":0.7027935},"labels":[],"label_agreement":null},{"id":"W4399647786","doi":"10.1080/00221686.2024.2340707","title":"Swimming behaviour of downstream migrating carp in accelerating flows","year":2024,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Fish Ecology and Management Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Downstream (manufacturing); Environmental science; Geology; Marine engineering; Hydrology (agriculture); Mechanics; Geotechnical engineering; Physics; Business; Engineering","score_opus":0.05291960111381961,"score_gpt":0.35028225574858374,"score_spread":0.29736265463476413,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399647786","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97715235,0.00025246252,0.00002912871,0.001070343,0.0001405819,0.00011304382,5.8808234e-7,0.000005431839,0.021236071],"genre_scores_gemma":[0.9984476,0.0001300454,0.0007689602,0.000035025805,0.00007038232,0.000006222218,3.2343686e-7,0.000007752544,0.00053369073],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99833024,0.00016233801,0.0004668017,0.00015247725,0.00057665753,0.00031149285],"domain_scores_gemma":[0.9994218,0.0003057649,0.00008835084,0.00010423844,0.000030432928,0.00004944487],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002821067,0.000077220924,0.00019543861,0.0002847718,0.00012609456,0.000046136007,0.00028082624,0.000050114413,0.0005404707],"category_scores_gemma":[0.00028235567,0.000061108374,0.00006990589,0.0005934385,0.00013725687,0.0003460999,0.00031763848,0.0006121629,0.000049284143],"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":[0.000043080265,0.00022719012,0.92879885,0.00012823127,0.00007728305,0.0009365627,0.004872749,0.0041755335,0.010817998,0.00012519865,0.02899532,0.02080199],"study_design_scores_gemma":[0.0006164555,0.00059007364,0.9745795,0.00048509642,0.00003422319,0.00010923398,0.004802401,0.008667152,0.0043430235,0.0009820106,0.004590374,0.00020042821],"about_ca_topic_score_codex":0.00033569307,"about_ca_topic_score_gemma":0.001901262,"teacher_disagreement_score":0.045780662,"about_ca_system_score_codex":0.00016305034,"about_ca_system_score_gemma":0.000030104364,"threshold_uncertainty_score":0.59177756},"labels":[],"label_agreement":null},{"id":"W4403339213","doi":"10.1080/00221686.2024.2399836","title":"PIV investigation of the effects of simulated ice blocks on the turbulent flow dynamics around a partially submerged horizontal circular cylinder","year":2024,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Foundation for Innovation; Manitoba Hydro","keywords":"Turbulence; Mechanics; Cylinder; Geology; Flow (mathematics); Dynamics (music); Geometry; Physics; Mathematics; Acoustics","score_opus":0.01890233555509705,"score_gpt":0.2695528256922876,"score_spread":0.25065049013719054,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403339213","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9932422,0.00074961886,0.003262066,0.0019065766,0.00035847313,0.00022662026,0.0000033170852,0.000013059339,0.00023807479],"genre_scores_gemma":[0.9995531,0.00018046857,0.00003552408,0.00003226086,0.00011098265,0.0000027149074,0.0000032615037,0.000024525427,0.000057205456],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99769026,0.00033352282,0.00055578037,0.000111805115,0.0010915251,0.00021710571],"domain_scores_gemma":[0.9985922,0.00058596185,0.000097789874,0.00029618113,0.00034081299,0.000087085384],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017273112,0.0001199514,0.00023811111,0.00031914999,0.000081795966,0.0000860408,0.0003614467,0.000093682494,0.00003114349],"category_scores_gemma":[0.0003987996,0.000069733556,0.00026231233,0.001021733,0.00012242513,0.000108450025,0.000043205553,0.000790537,0.0000044008707],"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":[0.00004699111,0.000051977775,0.00046366907,0.00033716214,0.00064032467,0.000044583365,0.00080852956,0.91430783,0.0802883,0.0009470267,0.0010372273,0.0010264],"study_design_scores_gemma":[0.0002156149,0.00019006617,0.0015818123,0.00029017823,0.000069502064,0.000012991415,0.0000969415,0.9783007,0.018361663,0.0007215017,0.00009465727,0.00006439197],"about_ca_topic_score_codex":0.000043571214,"about_ca_topic_score_gemma":0.000059231323,"teacher_disagreement_score":0.063992865,"about_ca_system_score_codex":0.00019614593,"about_ca_system_score_gemma":0.00016299075,"threshold_uncertainty_score":0.34345338},"labels":[],"label_agreement":null},{"id":"W4403491759","doi":"10.1080/00221686.2024.2401905","title":"Benchmark of computational hydraulics models for open-channel flow with lateral cavities","year":2024,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Ministerio de Universidades; European Regional Development Fund; European Research Council; Alliance de recherche numérique du Canada; Universidade de Vigo; University of Toronto; University of Manchester; Innovation, Science and Economic Development Canada","keywords":"Hydraulics; Open-channel flow; Benchmark (surveying); Flow (mathematics); Channel (broadcasting); Geology; Computer science; Hydrology (agriculture); Mechanics; Geotechnical engineering; Engineering; Physics; Telecommunications","score_opus":0.05202233160067777,"score_gpt":0.3315625652430112,"score_spread":0.27954023364233344,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403491759","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.57374257,0.016130535,0.34435484,0.003818945,0.0026449563,0.002291193,0.00031073994,0.00020450405,0.056501713],"genre_scores_gemma":[0.9902845,0.00013920394,0.008756048,0.000033520217,0.00036616498,0.000020160373,0.000016115111,0.000055619777,0.00032866557],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99776024,0.00008166096,0.00059986016,0.00017770262,0.00094041385,0.0004401336],"domain_scores_gemma":[0.9985291,0.0005183779,0.000060386898,0.0001797362,0.00053973985,0.00017268378],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012951117,0.00018728003,0.00043668234,0.0005445828,0.0001078696,0.0002874754,0.00064679474,0.00010777674,0.000049652546],"category_scores_gemma":[0.00004540134,0.00013686645,0.00014873454,0.00043879205,0.00015429282,0.0006916923,0.00009136811,0.00063834083,0.000003696051],"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":[0.00016040377,0.000028192475,0.000008029753,0.00044825752,0.00025772394,0.000094506766,0.0017488714,0.9690088,0.00024294727,0.0015055139,0.02065626,0.005840495],"study_design_scores_gemma":[0.0007360607,0.0005593995,0.00015135785,0.00037772447,0.000025675788,0.00024507835,0.000188122,0.9231352,0.001295396,0.06733632,0.0057816333,0.00016797883],"about_ca_topic_score_codex":0.000033905188,"about_ca_topic_score_gemma":0.000031178493,"teacher_disagreement_score":0.41654193,"about_ca_system_score_codex":0.000111772824,"about_ca_system_score_gemma":0.00030626642,"threshold_uncertainty_score":0.5581252},"labels":[],"label_agreement":null},{"id":"W4405195695","doi":"10.1080/00221686.2024.2426008","title":"Automatic flow control of water distribution systems","year":2024,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Control and Stability of Dynamical Systems","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada","keywords":"Flow (mathematics); Distribution (mathematics); Hydrology (agriculture); Geology; Environmental science; Mechanics; Geotechnical engineering; Mathematics; Mathematical analysis; Physics","score_opus":0.018249187797139577,"score_gpt":0.2840363912467534,"score_spread":0.2657872034496138,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405195695","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9159186,0.011132522,0.068044096,0.0012985567,0.0017185832,0.00047204323,0.00006147481,0.00010822545,0.001245884],"genre_scores_gemma":[0.99951965,0.00004420831,0.00001818249,0.0000014900818,0.0003030857,0.000007565462,0.000004173207,0.000014700958,0.00008696301],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978167,0.00022626323,0.0007038661,0.000085911925,0.0008321697,0.00033507965],"domain_scores_gemma":[0.99899334,0.00040357004,0.00002906003,0.00015772789,0.0002872235,0.00012908695],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0031005216,0.000091805894,0.00037925493,0.00018586108,0.000038425387,0.00012199993,0.00021660785,0.000079744415,0.00007967653],"category_scores_gemma":[0.00013901394,0.0000558721,0.00017609996,0.00020107187,0.000065771084,0.00016728179,0.00001921695,0.00050102535,0.000055980643],"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":[0.00030688767,0.0003926854,0.0012034927,0.016130885,0.0024453977,0.00081831426,0.0035609638,0.4910273,0.23727474,0.0029238453,0.024360541,0.21955495],"study_design_scores_gemma":[0.0003918736,0.0001630928,0.00051177986,0.00037793192,0.00001939118,0.00009241745,0.00007794782,0.9843561,0.00043950314,0.00037139372,0.0131367985,0.000061780855],"about_ca_topic_score_codex":0.000040834606,"about_ca_topic_score_gemma":0.0000047650387,"teacher_disagreement_score":0.49332878,"about_ca_system_score_codex":0.00020436656,"about_ca_system_score_gemma":0.00004466185,"threshold_uncertainty_score":0.22783981},"labels":[],"label_agreement":null},{"id":"W4409888681","doi":"10.1080/00221686.2025.2482677","title":"Effects of vegetation on hydrodynamics and swimming behaviour of yellow catfish ( <i>Pelteobagrus fulvidraco</i> )","year":2025,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Fish Ecology and Management Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"National Key Research and Development Program of China; Cooperative Research Centres, Australian Government Department of Industry","keywords":"Catfish; Vegetation (pathology); Fishery; Environmental science; Hydrology (agriculture); Geology; Oceanography; Biology; Fish <Actinopterygii>; Geotechnical engineering","score_opus":0.01033047810587971,"score_gpt":0.29627865609614734,"score_spread":0.2859481779902676,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409888681","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9816758,0.00017235261,0.00010547212,0.00090561167,0.00012940576,0.00019676627,3.359419e-7,0.000002400934,0.01681187],"genre_scores_gemma":[0.99840593,0.00047359228,0.00016471535,0.000105073865,0.000014711357,0.000004310816,3.131253e-7,0.000004825594,0.0008265214],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9986234,0.00021514912,0.00035097954,0.00013415354,0.00047408434,0.00020226534],"domain_scores_gemma":[0.99887526,0.00069747196,0.00020826075,0.00011800993,0.00005759567,0.00004338113],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016258227,0.00007836498,0.00023934287,0.00023825404,0.00011563795,0.000009743056,0.00022410182,0.000059918897,0.000017564933],"category_scores_gemma":[0.0004419441,0.00006634816,0.000057356498,0.0003630633,0.00036490458,0.00015431058,0.00024889677,0.00031399593,0.0000073176448],"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":[0.0010182819,0.0019507754,0.86868924,0.0016753774,0.00053442357,0.0002592295,0.0035076633,0.008140351,0.043241568,0.0010088541,0.049729142,0.020245112],"study_design_scores_gemma":[0.00080468814,0.0007863481,0.9831693,0.00022354635,0.000064615866,0.000005234916,0.00024192313,0.0006954404,0.011822114,0.0014239961,0.0006976383,0.00006514249],"about_ca_topic_score_codex":0.0000789118,"about_ca_topic_score_gemma":0.00017724327,"teacher_disagreement_score":0.11448009,"about_ca_system_score_codex":0.00009367017,"about_ca_system_score_gemma":0.000023214212,"threshold_uncertainty_score":0.27055994},"labels":[],"label_agreement":null},{"id":"W4411133233","doi":"10.1080/00221686.2025.2491779","title":"Analytical model for Archimedes screw generators with rotating trough","year":2025,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Oil and Gas Production Techniques","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"","keywords":"Trough (economics); Geology; Mechanics; Geometry; Physics; Mathematics","score_opus":0.0603579846487749,"score_gpt":0.37262460114033275,"score_spread":0.31226661649155785,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411133233","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7666281,0.0011071917,0.22248904,0.0029888814,0.00012733442,0.00038493652,0.000004335779,0.00011704381,0.0061531477],"genre_scores_gemma":[0.95041,0.0001420424,0.048363637,0.000042622876,0.00023960826,0.000020722851,8.019626e-7,0.00002059594,0.0007599824],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987927,0.000052709922,0.0003263074,0.00011385646,0.0004112208,0.00030320333],"domain_scores_gemma":[0.9991716,0.00013694754,0.000036663117,0.00014905675,0.00041586187,0.00008984955],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013490604,0.0000912124,0.00020653968,0.00048516053,0.00010954546,0.000071913746,0.00022073946,0.00004865701,0.000006497441],"category_scores_gemma":[0.00019156474,0.00006642699,0.000080450314,0.00043456728,0.00008131552,0.0001636753,0.000026393158,0.00050723215,0.0000013778767],"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":[0.0005288888,0.00018521154,0.003874223,0.00051539374,0.00071628985,0.00003674987,0.00085303816,0.49375197,0.005361467,0.0049111526,0.11513548,0.37413013],"study_design_scores_gemma":[0.0006174204,0.0003901789,0.00039804852,0.00018957075,0.00003272446,0.0000532118,0.00009256189,0.9060951,0.07549742,0.0139383515,0.002561044,0.00013439135],"about_ca_topic_score_codex":0.0000043831365,"about_ca_topic_score_gemma":0.0000036643457,"teacher_disagreement_score":0.4123431,"about_ca_system_score_codex":0.00006800409,"about_ca_system_score_gemma":0.00013713563,"threshold_uncertainty_score":0.27088138},"labels":[],"label_agreement":null}]}