{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":173,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":173,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12","author_layer_release":"2026-06-26"},"query_hash":"b6a4e03f672e","filters":{"venue":"Journal of Hydraulic Engineering"}},"results":[{"id":"W2069342886","doi":"10.1061/(asce)0733-9429(2002)128:6(625)","title":"Transient Flow in a Rapidly Filling Horizontal Pipe Containing Trapped Air","year":2002,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Water Systems and Optimization","field":"Engineering","cited_by":262,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Body orifice; Water hammer; Mechanics; Cushioning; Materials science; Oscillation (cell signaling); Orifice plate; Pressure drop; Airflow; Leakage (economics); Thermodynamics; Chemistry; Physics; Composite material; Engineering; Mechanical engineering","authors":[{"name":"Fayi Zhou","is_ca":true},{"name":"Faye Hicks","is_ca":true},{"name":"P. M. Steffler","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00803481250076387,"gpt":0.1707684435727002,"spread":0.1627336310719363,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002662615,0.0002282471,0.0003765406,0.0001901046,0.0002817417,0.000339206,0.0003043343,0.0004359656,0.0004594467],"category_scores_gemma":[0.0005671116,0.0002114087,0.0002173875,0.0002267422,0.0008873056,0.0003909155,0.0003141871,0.0003198878,0.00006031664],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004416365,"about_ca_system_score_gemma":0.0004068236,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00159541,"about_ca_topic_score_gemma":0.0006058054,"domain_scores_codex":[0.9998755,0.00002012035,0.000004069079,0.00002563933,0.00003517637,0.00003944585],"domain_scores_gemma":[0.9996485,0.0001931511,0.00006919608,0.00001843634,0.00003999609,0.00003068976],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0005548667,0.0001178988,0.007421784,0.0001428886,0.00001894033,0.001119417,0.0004784464,0.04378937,0.9347685,0.0009690752,0.0001649971,0.01045381],"study_design_scores_gemma":[0.0001415435,0.003447864,0.03624218,0.00003038928,0.00004432211,0.0004097201,0.0004859995,0.6245166,0.3329816,0.0007815704,0.0008421009,0.00007597716],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9958675,0.0000474027,0.003764013,0.00002005184,0.00000310655,0.000006990552,0.00002303698,0.0000869312,0.0001810016],"genre_scores_gemma":[0.9988702,0.00002283883,0.0009302415,0.000002945037,0.000001947186,0.000005202289,0.00001633939,0.00000377312,0.0001465939],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00159541,"threshold_uncertainty_score":0.003204346,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2082156006","doi":"10.1061/(asce)0733-9429(2007)133:4(440)","title":"Machine Learning Approach to Modeling Sediment Transport","year":2007,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":236,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"University of British Columbia; Universiteit Utrecht","keywords":"Bed load; Mathematical model; Sediment transport; Computer science; Regression analysis; Process (computing); Sediment; Machine learning; Geology; Mathematics; Statistics","authors":[{"name":"Biswa Bhattacharya","is_ca":false},{"name":"Roland K. Price","is_ca":false},{"name":"Dimitri Solomatine","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008418502283873445,"gpt":0.2018080528168098,"spread":0.1933895505329364,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007721743,0.0007503193,0.0008805752,0.001003474,0.0003453378,0.001171087,0.001338369,0.001211673,0.002175794],"category_scores_gemma":[0.00245278,0.0003007092,0.0006964128,0.001458205,0.0005001878,0.001006574,0.000468023,0.001531397,0.0006240211],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009468488,"about_ca_system_score_gemma":0.000826262,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00529917,"about_ca_topic_score_gemma":0.003406962,"domain_scores_codex":[0.9995269,0.000161701,0.00003749469,0.00008799736,0.0001568444,0.00002916332],"domain_scores_gemma":[0.9990528,0.0006488835,0.00006449655,0.00005645449,0.000160156,0.00001704824],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001362464,0.00003424137,0.0005880751,0.0001107674,0.00007914061,0.00006213625,0.00002840608,0.9085692,0.0003903388,0.041582,0.001320485,0.04722157],"study_design_scores_gemma":[0.000002854124,0.000009002692,0.00007765482,0.000007430867,0.00000533801,0.00001060063,0.000003501347,0.9766431,0.0001233458,0.02158931,0.0015229,0.000005040267],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.005969097,0.001965704,0.9854461,0.0008170709,0.0001385032,0.00003941379,0.000210349,0.0002713673,0.00514234],"genre_scores_gemma":[0.5079378,0.007886969,0.4650026,0.0004222273,0.001016328,0.000551688,0.0008333626,0.0000955892,0.01625344],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.00529917,"threshold_uncertainty_score":0.01053667,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2122734678","doi":"10.1061/(asce)0733-9429(2002)128:7(656)","title":"Hydraulic Jumps on Corrugated Beds","year":2002,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":195,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"Core Research for Evolutional Science and Technology","keywords":"Froude number; Hydraulic jump; Mechanics; Supercritical flow; Jet (fluid); Dissipation; Geology; Jump; Geotechnical engineering; Geometry; Flow (mathematics); Mathematics; Physics; Thermodynamics","authors":[{"name":"S. A. Ead","is_ca":true},{"name":"N. Rajaratnam","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00855141479511627,"gpt":0.1816905782642955,"spread":0.1731391634691793,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003164749,0.0003015892,0.0005551446,0.0002722273,0.0004917061,0.0003453037,0.0003721077,0.0003040069,0.001110945],"category_scores_gemma":[0.001171028,0.0001637071,0.0003041675,0.0001915684,0.0005225492,0.0003617595,0.000546905,0.0005345379,0.000131709],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003241119,"about_ca_system_score_gemma":0.000180473,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001929781,"about_ca_topic_score_gemma":0.002301759,"domain_scores_codex":[0.9995794,0.00005339158,0.00002101062,0.00006091326,0.0001404484,0.0001449143],"domain_scores_gemma":[0.9991943,0.0003392463,0.0001088809,0.00007279608,0.0001677338,0.000117006],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0009351569,0.0002672392,0.00532934,0.000201571,0.00003788502,0.0007332736,0.0001958374,0.01435438,0.9703831,0.0002860275,0.0001531101,0.007122993],"study_design_scores_gemma":[0.0001258694,0.009470669,0.05547908,0.00002632218,0.0001012784,0.0004025117,0.0004286772,0.06738096,0.8652502,0.0003737597,0.000874833,0.00008579854],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9994239,0.00002937698,0.0003672219,0.000006311897,0.000004111513,0.000005609234,0.00002063515,0.00001736662,0.0001255749],"genre_scores_gemma":[0.9991974,0.00004143357,0.0004184223,0.000008200815,0.000004039727,0.000005950122,0.00006708485,0.000003073025,0.0002544735],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001929781,"threshold_uncertainty_score":0.003837049,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2168118024","doi":"10.1061/(asce)0733-9429(2002)128:5(473)","title":"Measurement of Bed Load Velocity using an Acoustic Doppler Current Profiler","year":2002,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":186,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Acoustic Doppler current profiler; Sampling (signal processing); Coefficient of variation; Bed load; Observational error; Doppler effect; Shear stress; Environmental science; Current (fluid); Statistics; Geology; Geodesy; Mathematics; Sediment transport; Mechanics; Geomorphology; Sediment; Engineering; Telecommunications; Physics","authors":[{"name":"Colin D. Rennie","is_ca":true},{"name":"Robert G. Millar","is_ca":true},{"name":"Michael Church","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0317865704662313,"gpt":0.2320393912958031,"spread":0.2002528208295718,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005725335,0.0003120274,0.0003665822,0.001225373,0.0002665661,0.0005471921,0.0004930334,0.0003892731,0.001074608],"category_scores_gemma":[0.001931204,0.0002570613,0.0001312546,0.000698387,0.0003787513,0.0008382322,0.0003699146,0.0007710187,0.0005848592],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003609395,"about_ca_system_score_gemma":0.0003676039,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003377088,"about_ca_topic_score_gemma":0.004217516,"domain_scores_codex":[0.9993944,0.00005262642,0.00002574086,0.000111008,0.0003715201,0.00004468668],"domain_scores_gemma":[0.99878,0.0003443878,0.0001476594,0.00008333966,0.0005528625,0.00009185926],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0001597183,0.0001144519,0.03517652,0.0001616344,0.00003778291,0.00007970893,0.0003108357,0.0009485506,0.8155687,0.0006107179,0.000685617,0.1461457],"study_design_scores_gemma":[0.0000884922,0.001385218,0.2499014,0.00004667683,0.000121566,0.00101131,0.0002185888,0.08382379,0.6483299,0.0007482151,0.0141508,0.000173966],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6223063,0.001360373,0.3690298,0.0001999252,0.0001860476,0.0003423272,0.001041011,0.00138892,0.004145216],"genre_scores_gemma":[0.7696911,0.000994642,0.2246194,0.0001096635,0.0001148098,0.0002821107,0.0006102566,0.00006474386,0.003513298],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003377088,"threshold_uncertainty_score":0.006714821,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2144785461","doi":"10.1061/(asce)0733-9429(2004)130:3(243)","title":"Three-Dimensional Numerical Modeling of Mixing at River Confluences","year":2004,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":155,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tributary; Mixing (physics); Channel (broadcasting); Confluence; Flow (mathematics); Hydrology (agriculture); Geology; Mechanics; Curvature; Froude number; TRACER; Geomorphology; Geometry; Environmental science; Geotechnical engineering; Physics; Mathematics; Geography; Engineering; Telecommunications","authors":[{"name":"Pascale M. Biron","is_ca":true},{"name":"Amruthur S. Ramamurthy","is_ca":true},{"name":"Sangsoo Han","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008618297879151528,"gpt":0.2015942309682968,"spread":0.1929759330891452,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004012476,0.0004626741,0.0007151213,0.0006093822,0.0008978577,0.001526015,0.001001083,0.001502295,0.001414725],"category_scores_gemma":[0.001659641,0.0005164426,0.0008180466,0.0006516507,0.001149557,0.0007250455,0.001287407,0.0008926471,0.0001828031],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001655514,"about_ca_system_score_gemma":0.001243605,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02909995,"about_ca_topic_score_gemma":0.01045711,"domain_scores_codex":[0.9997471,0.00005207931,0.00002232686,0.00005371517,0.00005494056,0.00006982287],"domain_scores_gemma":[0.9992216,0.0003217115,0.0001368334,0.00005330329,0.0001258658,0.0001406641],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002934806,0.0000332493,0.002106882,0.000006851253,0.00000935352,0.00004818631,0.00003116621,0.994833,0.001322099,0.0008997938,0.00004282119,0.0006372014],"study_design_scores_gemma":[0.000006764782,0.000007118888,0.0003141829,9.635893e-7,0.000002587779,0.000003998109,0.000008671369,0.9992349,0.0001808247,0.0001748595,0.0000610155,0.000004158521],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9347939,0.0001725956,0.05733558,0.0002535596,0.00004507921,0.00006081635,0.0004177472,0.0003483025,0.006572324],"genre_scores_gemma":[0.992233,0.00007378003,0.006259633,0.00002110298,0.000009859182,0.00005596516,0.0001506168,0.00002366566,0.001172445],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02909995,"threshold_uncertainty_score":0.05786115,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1997604738","doi":"10.1061/(asce)0733-9429(2007)133:12(1421)","title":"Validation of Streamflow Measurements Made with Acoustic Doppler Current Profilers","year":2007,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":143,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"U.S. Geological Survey; Ministry of Earth Sciences; Ministry of Education, India; South Florida Water Management District","keywords":"Acoustic Doppler current profiler; Streamflow; Current meter; Transect; Current (fluid); Environmental science; Geology; Towing; Doppler effect; Flow measurement; Hydrology (agriculture); Drainage basin; Oceanography; Geography; Marine engineering","authors":[{"name":"Kevin A. Oberg","is_ca":false},{"name":"David S. Mueller","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01387362463651481,"gpt":0.2260994202549594,"spread":0.2122257956184446,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002659223,0.0004423625,0.0003389135,0.0009373123,0.0006104155,0.0006769049,0.0006011007,0.0003615694,0.0003699238],"category_scores_gemma":[0.008178351,0.0002022108,0.0002041249,0.001083124,0.0005720974,0.0005626547,0.0005103248,0.0003600219,0.0002368657],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008109937,"about_ca_system_score_gemma":0.0007628033,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01001726,"about_ca_topic_score_gemma":0.01419287,"domain_scores_codex":[0.9968239,0.0006865396,0.0002661613,0.0005836588,0.001510721,0.0001290088],"domain_scores_gemma":[0.9961783,0.0006665193,0.0005340037,0.000468383,0.002043248,0.0001094753],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0007220503,0.0006163044,0.3361229,0.0001912566,0.0001507811,0.0002573714,0.001081471,0.008895027,0.4796442,0.0006472646,0.00134235,0.170329],"study_design_scores_gemma":[0.0001412916,0.001221554,0.4348302,0.00007945207,0.000131362,0.0004037207,0.0004018102,0.03997691,0.514559,0.0004456427,0.007734919,0.0000740921],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"methods","genre_scores_codex":[0.9489613,0.0002001088,0.04738165,0.00005753495,0.00006538611,0.0002150998,0.001110689,0.0003625078,0.001645702],"genre_scores_gemma":[0.937283,0.0002519343,0.05951905,0.00009557308,0.000023035,0.0003540509,0.001528944,0.00005259877,0.0008916912],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.01001726,"threshold_uncertainty_score":0.01991791,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2034008471","doi":"10.1061/(asce)0733-9429(2004)130:6(511)","title":"Turbulence Structure of Hydraulic Jumps of Low Froude Numbers","year":2004,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":143,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"University of Alberta","keywords":"Froude number; Turbulence; Hydraulic jump; Mechanics; Turbulence kinetic energy; Reynolds number; Reynolds stress; Physics; K-epsilon turbulence model; Jump; Acoustic Doppler velocimetry; Turbulence modeling; Meteorology; Flow (mathematics); Laser Doppler velocimetry","authors":[{"name":"Minnan Liu","is_ca":true},{"name":"N. Rajaratnam","is_ca":true},{"name":"David Z. Zhu","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.002872563863868241,"gpt":0.18194986272905,"spread":0.1790772988651817,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001380375,0.0001188523,0.0001999155,0.0006445849,0.0003650085,0.0003487163,0.0001468456,0.0001998743,0.0009260472],"category_scores_gemma":[0.0005272095,0.00009280353,0.0001533116,0.0002862044,0.0005039234,0.0002202266,0.000300984,0.0003764697,0.00009647023],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004511788,"about_ca_system_score_gemma":0.0001632116,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001238004,"about_ca_topic_score_gemma":0.000862346,"domain_scores_codex":[0.9998705,0.000008612285,0.000005178744,0.00001476727,0.00003522809,0.00006562997],"domain_scores_gemma":[0.999624,0.00008945662,0.00005883343,0.0000193766,0.00008964177,0.0001186557],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.001159609,0.0002015953,0.03454909,0.00007652899,0.00002628595,0.0008298492,0.0003561458,0.01034349,0.9390553,0.001833706,0.0004207056,0.0111477],"study_design_scores_gemma":[0.0000725653,0.0008007531,0.8253982,0.00002697897,0.00003830193,0.000469028,0.0003980219,0.06439039,0.1058298,0.001427367,0.00102798,0.000120622],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9988907,0.00002864119,0.000633707,0.00001223505,0.0000027849,0.000003298365,0.00004264075,0.00002069436,0.0003653044],"genre_scores_gemma":[0.9995499,0.000007624008,0.0001728177,0.00000471378,0.000002643064,0.000003211461,0.00008939933,0.000004064563,0.0001655291],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001238004,"threshold_uncertainty_score":0.003273547,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1982863598","doi":"10.1061/(asce)0733-9429(2007)133:10(1135)","title":"Numerical and Experimental Study of Dividing Open-Channel Flows","year":2007,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":138,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University; Manitoba Hydro","funders":"","keywords":"Open-channel flow; Turbulence; Mechanics; Flow (mathematics); Channel (broadcasting); Momentum (technical analysis); Geology; Energy–depth relationship in a rectangular channel; Flow measurement; Pipe flow; Engineering; Physics; Chézy formula; Telecommunications","authors":[{"name":"A. S. Ramamurthy","is_ca":true},{"name":"Junying Qu","is_ca":true},{"name":"Diep Vo","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01095623438095761,"gpt":0.2476662721741583,"spread":0.2367100377932007,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006800824,0.0003008274,0.0005243191,0.000599078,0.0006973087,0.0005719567,0.0005302742,0.0005930598,0.001072829],"category_scores_gemma":[0.00158997,0.0001481265,0.0002376557,0.0008558212,0.001009002,0.000511635,0.0004848957,0.0005334474,0.0001136975],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003946712,"about_ca_system_score_gemma":0.0004272095,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001970297,"about_ca_topic_score_gemma":0.001626584,"domain_scores_codex":[0.9995461,0.00003887979,0.00004419826,0.0000951867,0.0001926986,0.00008292724],"domain_scores_gemma":[0.9985737,0.0005641672,0.0001702138,0.0002134168,0.0003255291,0.0001529566],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00098672,0.002084477,0.03211395,0.0002784337,0.00004142028,0.0007548295,0.0008222485,0.4331575,0.48047,0.007494995,0.0009558251,0.04083959],"study_design_scores_gemma":[0.0001185409,0.001915622,0.01819433,0.00003043995,0.00003460637,0.0001824244,0.0004459315,0.8071786,0.1686407,0.001691309,0.001486835,0.00008067582],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9923611,0.00007726156,0.004991946,0.00003454435,0.0000202893,0.00004026914,0.000155343,0.00007986584,0.002239296],"genre_scores_gemma":[0.9943235,0.00006640951,0.004998163,0.000007151246,0.000004658711,0.00003012711,0.0001545262,0.000005646828,0.0004099089],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001970297,"threshold_uncertainty_score":0.003917634,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2076135207","doi":"10.1061/(asce)hy.1943-7900.0000803","title":"Flow Patterns and Turbulence Structures in a Scour Hole Downstream of a Submerged Weir","year":2013,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":121,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"University of Saskatchewan","keywords":"Weir; Turbulence; Open-channel flow; Geology; Flow (mathematics); Geotechnical engineering; Hydraulic structure; Flow conditions; Channel (broadcasting); Shear stress; Mechanics; Hydrology (agriculture); Engineering; Physics; Geography","authors":[{"name":"Dawei Guan","is_ca":false},{"name":"Bruce W. Melville","is_ca":false},{"name":"Heide Friedrich","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003358510341938565,"gpt":0.1770028449927225,"spread":0.1736443346507839,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009117888,0.0002048224,0.0002200083,0.0003673601,0.0002589367,0.0002398807,0.0001475922,0.000239178,0.0004382951],"category_scores_gemma":[0.0002031163,0.0001261808,0.0001525408,0.0001668453,0.0004731053,0.0001731342,0.0001785895,0.0002608447,0.00006463903],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002520074,"about_ca_system_score_gemma":0.0001692627,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003060971,"about_ca_topic_score_gemma":0.002965406,"domain_scores_codex":[0.9999374,0.000006449381,0.000003309684,0.00001752311,0.00001567882,0.00001956426],"domain_scores_gemma":[0.9998267,0.00003127642,0.0000500443,0.00001087758,0.00003143188,0.0000496025],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0005875789,0.0001272148,0.03246953,0.00002367138,0.00001098284,0.0006687615,0.0003221695,0.001874508,0.959766,0.0001292202,0.00004596981,0.00397441],"study_design_scores_gemma":[0.00007485919,0.002152772,0.7640741,0.00001507478,0.00004045323,0.0003313603,0.0008682037,0.02606265,0.2058638,0.000146748,0.0003142997,0.0000556415],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9997979,0.000006206206,0.0001239829,0.000002036557,6.671664e-7,0.000001506376,0.00001125282,0.000006503385,0.0000499434],"genre_scores_gemma":[0.9996454,0.000007726423,0.0002112901,0.00000239804,6.97898e-7,0.000001705026,0.00003343592,0.00000109218,0.00009631765],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003060971,"threshold_uncertainty_score":0.00608629,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1977612878","doi":"10.1061/(asce)0733-9429(2006)132:8(765)","title":"Mean Flow and Turbulence Structure in Vertical Slot Fishways","year":2006,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":115,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Turbulence; Turbulence kinetic energy; Jet (fluid); Mechanics; Flow (mathematics); Mean flow; Plane (geometry); Dissipation; Physics; K-epsilon turbulence model; Meteorology; Geology; Geometry; Mathematics; Thermodynamics","authors":[{"name":"Minnan Liu","is_ca":true},{"name":"N. Rajaratnam","is_ca":true},{"name":"David Z. Zhu","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.002918120519465632,"gpt":0.1700515559169911,"spread":0.1671334353975255,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001352092,0.000174034,0.0002348952,0.0003376086,0.000349291,0.0003177462,0.0001575929,0.0001534645,0.0006759031],"category_scores_gemma":[0.0004565691,0.0001709786,0.000211441,0.0002877388,0.0005622057,0.0002730679,0.0003058818,0.000180085,0.00006782268],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000353914,"about_ca_system_score_gemma":0.0003431225,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003768005,"about_ca_topic_score_gemma":0.004136264,"domain_scores_codex":[0.9998661,0.00001221426,0.000006375795,0.00003563092,0.00003649318,0.00004325831],"domain_scores_gemma":[0.9998287,0.00003010797,0.00004227158,0.00001662555,0.00004202389,0.00004010782],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.002127749,0.0002324445,0.09489181,0.00005985557,0.00003725253,0.0003541639,0.00106659,0.01531113,0.8697366,0.00085923,0.0001640289,0.01515923],"study_design_scores_gemma":[0.0001784224,0.004798701,0.7788886,0.00002185554,0.00005565801,0.0003681362,0.00131524,0.05839411,0.1534899,0.0009883965,0.001387102,0.0001138096],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9995384,0.000003764344,0.0003388966,0.000001461569,6.419668e-7,0.000001629247,0.00001975378,0.000007519571,0.00008789094],"genre_scores_gemma":[0.999194,0.00000612318,0.0005267817,0.000001325517,5.632361e-7,0.000006170686,0.00007737115,0.000004035197,0.0001837275],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003768005,"threshold_uncertainty_score":0.007492125,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2004275784","doi":"10.1061/(asce)0733-9429(2001)127:7(598)","title":"Scour of Cohesive Soil by Submerged Circular Turbulent Impinging Jets","year":2001,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":104,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Jet (fluid); Silt; Turbulence; Erosion; Soil water; Geology; Shear stress; Mechanics; Physics; Soil science; Geomorphology","authors":[{"name":"Kerry A. Mazurek","is_ca":true},{"name":"N. Rajaratnam","is_ca":true},{"name":"David C. Sego","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004794091639127064,"gpt":0.1905967271457594,"spread":0.1858026355066323,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001835928,0.0002706298,0.000336063,0.0006712595,0.000186865,0.0005228795,0.0002885894,0.0001942137,0.0003647759],"category_scores_gemma":[0.0008138647,0.0001879076,0.0001946631,0.0003975199,0.0003482447,0.000510783,0.000328258,0.0002467633,0.00007450115],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002360469,"about_ca_system_score_gemma":0.0001856781,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001795759,"about_ca_topic_score_gemma":0.00234453,"domain_scores_codex":[0.9998337,0.00001410379,0.000007565699,0.00003248403,0.00008712872,0.00002504446],"domain_scores_gemma":[0.9994368,0.0002227444,0.0001428553,0.00005117198,0.0001025545,0.00004381051],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000380042,0.00004382283,0.0185878,0.0001760099,0.00002857339,0.0003847409,0.0003240597,0.009116249,0.8900939,0.0004857856,0.00007665641,0.08030248],"study_design_scores_gemma":[0.00007675683,0.001206673,0.06329119,0.00004120748,0.00006900797,0.0006756531,0.0003786362,0.2343071,0.6974742,0.0005931458,0.001787125,0.00009928073],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9374067,0.0005326879,0.06119097,0.00001466538,0.00001449687,0.0000318191,0.00005002659,0.000185135,0.000573424],"genre_scores_gemma":[0.9760062,0.0003637597,0.02321895,0.000006436303,0.000008949387,0.000011338,0.00005644198,0.00001569039,0.0003122683],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001795759,"threshold_uncertainty_score":0.003570616,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2022195779","doi":"10.1061/(asce)hy.1943-7900.0000117","title":"Discharge Characteristics of Weirs of Finite Crest Length","year":2009,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":103,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Weir; Crest; Discharge coefficient; Square (algebra); Flow (mathematics); Geology; Geotechnical engineering; Geometry; Mechanics; Supercritical flow; Mathematics; Hydrology (agriculture); Engineering; Physics; Geography; Mechanical engineering","authors":[{"name":"Amir H. Azimi","is_ca":true},{"name":"N. Rajaratnam","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004242310927766017,"gpt":0.1883378300406058,"spread":0.1840955191128398,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002852069,0.0001497973,0.00034806,0.0008041657,0.0002301718,0.0005196686,0.0003628294,0.000176591,0.0005386603],"category_scores_gemma":[0.001473207,0.00008867911,0.0002473307,0.0005012612,0.000477755,0.0003399565,0.0004341679,0.0002545053,0.00006516268],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004645176,"about_ca_system_score_gemma":0.0002134398,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00317781,"about_ca_topic_score_gemma":0.003309401,"domain_scores_codex":[0.9998187,0.0000170391,0.00001787906,0.00005381224,0.00004940491,0.0000431484],"domain_scores_gemma":[0.9993357,0.000224805,0.000130102,0.00008443264,0.000144377,0.00008057472],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00138391,0.0003045194,0.555897,0.000187152,0.0001895735,0.001962978,0.001322469,0.1933358,0.1808008,0.007161904,0.0006815796,0.05677231],"study_design_scores_gemma":[0.00003402416,0.0008063216,0.6655188,0.00001796656,0.0000726354,0.0004246889,0.0006577711,0.3044228,0.02485783,0.002064618,0.0009815848,0.0001410115],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9976507,0.0000208017,0.001820637,0.000003943331,0.000001014064,0.000004569069,0.00008091634,0.00003001177,0.0003873361],"genre_scores_gemma":[0.9994778,0.000006538592,0.0003480227,0.000001102185,6.535465e-7,0.000002026533,0.00007339848,0.000002312873,0.00008820544],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00317781,"threshold_uncertainty_score":0.006318629,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1976082274","doi":"10.1061/(asce)0733-9429(2002)128:9(821)","title":"Dynamic Model for Subcritical Combining Flows in Channel Junctions","year":2002,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":100,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Inflow; Channel (broadcasting); Mechanics; Upstream (networking); Open-channel flow; Boundary (topology); Downstream (manufacturing); Momentum (technical analysis); Geology; Conservation of mass; Flow (mathematics); Geotechnical engineering; Physics; Computer science; Engineering; Mathematics","authors":[{"name":"Shazy Shabayek","is_ca":true},{"name":"P. M. Steffler","is_ca":true},{"name":"Faye Hicks","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01211045355766619,"gpt":0.2116297774713647,"spread":0.1995193239136985,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002596744,0.0004226007,0.0006972084,0.0008252088,0.0008847232,0.00129282,0.00175687,0.001311313,0.002115824],"category_scores_gemma":[0.0007001534,0.0004048848,0.0006002383,0.0005549545,0.001324038,0.001320346,0.0009264952,0.0007843135,0.0003002005],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001433817,"about_ca_system_score_gemma":0.001265134,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007858156,"about_ca_topic_score_gemma":0.003077602,"domain_scores_codex":[0.9997751,0.00003372373,0.00001074026,0.00004611237,0.00007810626,0.00005628536],"domain_scores_gemma":[0.9998031,0.00004890798,0.00004344145,0.0000145839,0.00004850332,0.00004156256],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001474461,0.00002574985,0.0005222721,0.00001701353,0.000006896688,0.0001290992,0.00008344209,0.935168,0.002258377,0.05954277,0.00030867,0.001923104],"study_design_scores_gemma":[0.000004377603,0.000008723621,0.0001053535,0.000002153656,0.000003093829,0.00002113648,0.00001307828,0.9957756,0.0001897807,0.003360975,0.0005101137,0.000005569859],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2685544,0.0004259362,0.6871124,0.0005111803,0.00007170872,0.0001417948,0.0002691912,0.000426786,0.04248662],"genre_scores_gemma":[0.9812086,0.0003382989,0.009378668,0.00005840329,0.00003425654,0.0001948246,0.0001078697,0.00004046172,0.008638646],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.007858156,"threshold_uncertainty_score":0.01562482,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2069625211","doi":"10.1061/(asce)hy.1943-7900.0000643","title":"Influence of Channel Aspect Ratio and Curvature on Flow, Secondary Circulation, and Bed Shear Stress in a Rectangular Channel Bend","year":2012,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":84,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa","funders":"","keywords":"Secondary flow; Curvature; Secondary circulation; Shear stress; Geometry; Reynolds stress; Open-channel flow; Mechanics; Flow (mathematics); Geology; Turbulence; Physics; Mathematics","authors":[{"name":"Shalini Kashyap","is_ca":true},{"name":"George Constantinescu","is_ca":false},{"name":"Colin D. Rennie","is_ca":true},{"name":"Gavin Charles Post","is_ca":false},{"name":"Ronald D. Townsend","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004817996375902626,"gpt":0.1922370667219866,"spread":0.187419070346084,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002000993,0.0002751094,0.0002413688,0.0002944084,0.0001747642,0.0004258732,0.0001693365,0.0002467864,0.0004614754],"category_scores_gemma":[0.0004602885,0.0002294179,0.0002639777,0.0001733007,0.000384217,0.0001917876,0.0002791311,0.0001860866,0.00007781832],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003504987,"about_ca_system_score_gemma":0.0002781826,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002390053,"about_ca_topic_score_gemma":0.002846784,"domain_scores_codex":[0.9998928,0.00001451417,0.000008016066,0.00002551537,0.00002546942,0.00003362595],"domain_scores_gemma":[0.9997455,0.00008332307,0.0000808014,0.00001908826,0.00002954109,0.00004172299],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.001365034,0.0001847921,0.1961499,0.00009542084,0.00007434856,0.001040473,0.0002994622,0.1263834,0.6540884,0.0004647769,0.0001623069,0.01969159],"study_design_scores_gemma":[0.00007381217,0.001402183,0.6161937,0.00001745001,0.0001106831,0.0005487152,0.0004880947,0.2330268,0.1472141,0.0002440956,0.0005694054,0.0001110127],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.999448,0.00001556087,0.0003461009,0.000002519452,7.441991e-7,0.000002080144,0.0000132161,0.00001439875,0.0001573498],"genre_scores_gemma":[0.9997061,0.00001215882,0.0002074533,0.000001481034,3.092473e-7,0.000001033413,0.00001526021,0.000002522931,0.00005357208],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002390053,"threshold_uncertainty_score":0.004752219,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2039031175","doi":"10.1061/(asce)0733-9429(2006)132:10(1003)","title":"Variation of Flow Pattern with Sinuosity in Sine-Generated Meandering Streams","year":2006,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":80,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Windsor; Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Sinuosity; Geology; Turbulence; Flow (mathematics); Open-channel flow; Geometry; STREAMS; Mechanics; Secondary flow; Flume; Convection; Flow conditions; Hydrology (agriculture); Geomorphology; Geotechnical engineering; Mathematics; Physics","authors":[{"name":"Ana Maria Ferreira da Silva","is_ca":true},{"name":"Tarek El-Tahawy","is_ca":true},{"name":"William D. Tape","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003402995451760382,"gpt":0.16401378814849,"spread":0.1606107926967297,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002513308,0.0001268157,0.0001753806,0.0004576066,0.0001427722,0.0003037705,0.0001119807,0.0001084783,0.0003424059],"category_scores_gemma":[0.0006218635,0.0001033393,0.0001253103,0.0003380878,0.0003336899,0.0001308071,0.0001406671,0.0001269535,0.00003550939],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002424221,"about_ca_system_score_gemma":0.0001824047,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00120319,"about_ca_topic_score_gemma":0.001405998,"domain_scores_codex":[0.9999259,0.00001167206,0.000006804599,0.00002403073,0.00001477643,0.00001689669],"domain_scores_gemma":[0.9996605,0.000129778,0.00008923664,0.00002543326,0.00005053409,0.00004453366],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0009949873,0.0002638387,0.2042395,0.00009101311,0.00004512442,0.0005820774,0.0004882395,0.02873176,0.7417147,0.0004825223,0.0001062629,0.02225992],"study_design_scores_gemma":[0.00005285547,0.0007418432,0.7882732,0.00001002523,0.00004531876,0.0001953334,0.0002590941,0.0915811,0.1182244,0.0002147896,0.0003562243,0.00004584618],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9994234,0.000008385746,0.0004577858,0.000001820787,6.939955e-7,0.000002815777,0.00001866692,0.00001324045,0.0000733213],"genre_scores_gemma":[0.9994209,0.00001040843,0.0004872441,0.00000123144,5.929746e-7,0.000002641223,0.00004118924,0.000002237382,0.00003358115],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00120319,"threshold_uncertainty_score":0.002392352,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2064529858","doi":"10.1061/(asce)hy.1943-7900.0000816","title":"Mean Flow Characteristics in a Rock-Ramp-Type Fish Pass","year":2013,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":78,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Flow (mathematics); Mechanics; Wake; Open-channel flow; Fish <Actinopterygii>; Geology; Flow velocity; Geotechnical engineering; Physics; Fishery; Biology","authors":[{"name":"Abul B. M. Baki","is_ca":true},{"name":"David Z. Zhu","is_ca":true},{"name":"N. Rajaratnam","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00515457534839716,"gpt":0.1836759175099213,"spread":0.1785213421615242,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001282594,0.000127849,0.0002106919,0.0002439298,0.000192288,0.0001562898,0.0001417489,0.0002064786,0.0005592094],"category_scores_gemma":[0.0003127631,0.0001050855,0.000190383,0.000130501,0.0002959365,0.0001175748,0.0001238438,0.0001220399,0.00007169988],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001904934,"about_ca_system_score_gemma":0.0001352071,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001869853,"about_ca_topic_score_gemma":0.002655223,"domain_scores_codex":[0.9999493,0.000005575322,0.000003074625,0.00001579625,0.0000128947,0.00001331884],"domain_scores_gemma":[0.9998212,0.00004829897,0.00004551452,0.00001553383,0.00003194038,0.00003749966],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.001167124,0.0001151676,0.1170953,0.00004643057,0.00004120687,0.0008179953,0.0006609429,0.02262022,0.846053,0.0002539828,0.0001141496,0.0110144],"study_design_scores_gemma":[0.00006110084,0.003376603,0.839228,0.000009612994,0.00007187805,0.0006722136,0.0005092144,0.06989513,0.08551565,0.0001501768,0.0004504008,0.00005985691],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9997727,0.000002079885,0.0001558255,8.930854e-7,2.302369e-7,0.000001136701,0.000009121929,0.000006345394,0.00005161974],"genre_scores_gemma":[0.9996265,0.000003535061,0.0002641767,7.73856e-7,2.758332e-7,0.000001902695,0.00002572262,0.000001496725,0.00007559079],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001869853,"threshold_uncertainty_score":0.003717959,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2038183411","doi":"10.1061/(asce)0733-9429(2004)130:9(932)","title":"Measuring Velocity and Shear Stress over Dunes with Acoustic Doppler Profiler","year":2004,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":77,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Geoscience BC; University of Guelph","funders":"","keywords":"Shear stress; Geology; Doppler effect; Acoustic Doppler velocimetry; Shear velocity; Shear (geology); Stress (linguistics); Acoustic Doppler current profiler; Geotechnical engineering; Mechanics; Laser Doppler velocimetry; Turbulence; Physics; Oceanography","authors":[{"name":"Ray Kostaschuk","is_ca":true},{"name":"Paul V. Villard","is_ca":true},{"name":"Jim Best","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00731213754637057,"gpt":0.1826886511253586,"spread":0.1753765135789881,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006807178,0.0004233739,0.0003457265,0.0008259931,0.0003736795,0.0006350381,0.0004367851,0.0003554806,0.0003990853],"category_scores_gemma":[0.002352727,0.0002182063,0.0001687264,0.0007323854,0.0003332295,0.0006225104,0.0005772139,0.0003015306,0.0001585992],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003279046,"about_ca_system_score_gemma":0.0003429711,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004639652,"about_ca_topic_score_gemma":0.007155769,"domain_scores_codex":[0.9992071,0.0001470111,0.00003710251,0.0001506843,0.00039906,0.00005918298],"domain_scores_gemma":[0.9989495,0.0004161086,0.000131845,0.00008944878,0.0003284593,0.0000847355],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0006039332,0.0002559869,0.3634664,0.0002761181,0.00008626641,0.0004025321,0.0009447664,0.00995845,0.4101629,0.0004439693,0.0005613117,0.2128373],"study_design_scores_gemma":[0.00009728745,0.002444837,0.5788473,0.00005412962,0.0002120147,0.001748102,0.00116795,0.1628891,0.2451342,0.0005596934,0.006655065,0.0001902258],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9747137,0.0001349804,0.02347916,0.00003858132,0.0000254971,0.00003695811,0.0002778115,0.0001819324,0.001111448],"genre_scores_gemma":[0.9682398,0.0001743514,0.03085177,0.00002106105,0.00001468715,0.00003320658,0.0001318467,0.00001378369,0.0005195512],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004639652,"threshold_uncertainty_score":0.009225309,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2165252242","doi":"10.1061/(asce)hy.1943-7900.0000734","title":"Kernel Density–Based Algorithm for Despiking ADV Data","year":2013,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":75,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bivariate analysis; Algorithm; Kernel (algebra); Kernel density estimation; Computer science; Turbulence; Cluster (spacecraft); Probability density function; Mathematics; Physics; Statistics; Machine learning","authors":[{"name":"Md Rashedul Islam","is_ca":false},{"name":"David Z. Zhu","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01313906560109336,"gpt":0.220836806682817,"spread":0.2076977410817236,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001546093,0.0006412361,0.0007972083,0.0008925428,0.000607327,0.0008136828,0.001738592,0.001089578,0.002514925],"category_scores_gemma":[0.004778088,0.0006019349,0.0007590255,0.001020913,0.0005581896,0.001266529,0.001589463,0.001942715,0.001859028],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006716272,"about_ca_system_score_gemma":0.001755737,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005413813,"about_ca_topic_score_gemma":0.004518336,"domain_scores_codex":[0.9992074,0.0001711495,0.0000707119,0.00013131,0.0003437356,0.00007564584],"domain_scores_gemma":[0.9978793,0.0007782085,0.0001461697,0.0001955497,0.0009235727,0.0000772563],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0003665331,0.0001321732,0.001933284,0.0001826121,0.0001088245,0.0001819142,0.000358946,0.3306913,0.02482902,0.02431305,0.004793152,0.6121092],"study_design_scores_gemma":[0.00001086469,0.00001821864,0.0003231371,0.000004946533,0.00000561409,0.00005026632,0.0000155054,0.9909243,0.004568256,0.002331906,0.001729189,0.00001782513],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.002710954,0.00003553565,0.9967285,0.0000274594,0.00001198329,0.00002183341,0.00002088049,0.000278656,0.0001641523],"genre_scores_gemma":[0.04819578,0.00008351497,0.9490104,0.0000380702,0.00002445409,0.000122135,0.0002753022,0.0001434058,0.00210692],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.005413813,"threshold_uncertainty_score":0.0107646,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2067077303","doi":"10.1061/(asce)0733-9429(2006)132:1(61)","title":"Experimental Study of Flow in a Vortex Drop Shaft","year":2005,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":72,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Air entrainment; Mechanics; Vortex; Pressure drop; Drop (telecommunication); Dissipation; Entrainment (biomusicology); Materials science; Thermodynamics; Physics; Engineering; Mechanical engineering","authors":[{"name":"Can-Hua Zhao","is_ca":true},{"name":"David Z. Zhu","is_ca":true},{"name":"Shuangke Sun","is_ca":true},{"name":"Zhi-Ping Liu","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005531984085640749,"gpt":0.2181624883866408,"spread":0.2126305043010001,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000740337,0.0004624751,0.0005835148,0.0004227599,0.0006627214,0.000507071,0.0006193955,0.0005826814,0.001655353],"category_scores_gemma":[0.001313818,0.0002132057,0.0002672274,0.0003195525,0.0005574354,0.000460961,0.0004754812,0.0004886066,0.0002929477],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004092646,"about_ca_system_score_gemma":0.0003485506,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007806389,"about_ca_topic_score_gemma":0.0005632194,"domain_scores_codex":[0.9996191,0.00004013985,0.00002290896,0.00006944499,0.0001663775,0.00008207473],"domain_scores_gemma":[0.9991865,0.0002966955,0.00007746101,0.00008273881,0.0002432281,0.0001134217],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0006259483,0.0005768981,0.005008921,0.000133909,0.000008657938,0.0002911108,0.0002743481,0.004028871,0.982971,0.0004495079,0.0001698418,0.005461113],"study_design_scores_gemma":[0.0002128265,0.006654331,0.01033534,0.00001952711,0.00001815392,0.0001856053,0.0001746944,0.04959262,0.9309807,0.0001785647,0.001615162,0.00003241887],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9947177,0.00008414568,0.004482709,0.00002513117,0.00001742658,0.00005247264,0.0001443685,0.00005698264,0.0004190654],"genre_scores_gemma":[0.9946408,0.0001271174,0.004397509,0.000009792879,0.000008644451,0.00003268317,0.0001720955,0.00000992618,0.0006013996],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001655353,"threshold_uncertainty_score":0.005537689,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2153020912","doi":"10.1061/(asce)0733-9429(2002)128:6(635)","title":"Observations of Air–Water Interaction in a Rapidly Filling Horizontal Pipe","year":2002,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Water Systems and Optimization","field":"Engineering","cited_by":65,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Air entrainment; Body orifice; Air water; Drainage; Entrainment (biomusicology); Pipe flow; Orifice plate; Oscillation (cell signaling); Outflow; Airflow; Water flow; Geotechnical engineering; Geology; Environmental science; Mechanics; Engineering; Turbulence; Chemistry; Physics; Acoustics; Mechanical engineering","authors":[{"name":"Fayi Zhou","is_ca":true},{"name":"Faye Hicks","is_ca":true},{"name":"P. M. Steffler","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01516879583080148,"gpt":0.1870964776773464,"spread":0.1719276818465449,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001746429,0.0001606401,0.0002947154,0.0003600758,0.0004061388,0.0002053514,0.000251198,0.0003506704,0.0007039221],"category_scores_gemma":[0.0004294337,0.0002288283,0.0001949728,0.0002088076,0.0004274283,0.0003079045,0.0004755773,0.000460672,0.0001275779],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000116416,"about_ca_system_score_gemma":0.0001930335,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001443398,"about_ca_topic_score_gemma":0.001950261,"domain_scores_codex":[0.9998653,0.00001517182,0.000004965423,0.00002974325,0.0000488629,0.00003585314],"domain_scores_gemma":[0.9997473,0.00008422136,0.00005358308,0.00002106643,0.00004912354,0.00004462017],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002458523,0.00007383394,0.02177267,0.00006332987,0.0000175913,0.0007489107,0.0007146731,0.0008873087,0.9685172,0.0001035798,0.0001427803,0.006712359],"study_design_scores_gemma":[0.00008486652,0.002665153,0.4975666,0.00003146576,0.00006976024,0.001044101,0.001840856,0.02214503,0.4711797,0.0003156275,0.00298181,0.00007506469],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9980752,0.00003466786,0.001455613,0.000008995277,0.000002218052,0.00001030063,0.00005895695,0.00004225104,0.0003116477],"genre_scores_gemma":[0.998585,0.00003616548,0.00100977,0.000007935665,0.000004563166,0.000009146761,0.00007146453,0.00000787415,0.0002682163],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001443398,"threshold_uncertainty_score":0.002869964,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2063825083","doi":"10.1061/(asce)hy.1943-7900.0000962","title":"Turbulence Characteristics in a Rock-Ramp-Type Fish Pass","year":2014,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":61,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Turbulence; Turbulence kinetic energy; Dissipation; Mechanics; Kurtosis; K-epsilon turbulence model; Flow (mathematics); Wake; Physics; Turbulence modeling; Geology; Mathematics; Statistics; Thermodynamics","authors":[{"name":"Abul B. M. Baki","is_ca":true},{"name":"David Z. Zhu","is_ca":true},{"name":"N. Rajaratnam","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004460170439465595,"gpt":0.1864191369645803,"spread":0.1819589665251147,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001041465,0.0001336015,0.0002315753,0.0003437505,0.0002191886,0.0001849439,0.0001197684,0.0001785595,0.0004530935],"category_scores_gemma":[0.0002468386,0.000103489,0.0002987706,0.0001881973,0.000285485,0.000123362,0.0001567967,0.00011904,0.00009894607],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002054194,"about_ca_system_score_gemma":0.0001285865,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003926356,"about_ca_topic_score_gemma":0.004673449,"domain_scores_codex":[0.999947,0.000004824461,0.000004203181,0.00001521151,0.00001533382,0.00001342662],"domain_scores_gemma":[0.999869,0.00002222752,0.00003184777,0.00001026571,0.00002939359,0.00003720315],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.001326329,0.0002106381,0.3185394,0.00005444703,0.00008157745,0.002751251,0.0009757814,0.0117387,0.6549298,0.0002013061,0.0001049733,0.009085807],"study_design_scores_gemma":[0.00002460315,0.001357496,0.9567823,0.000005302295,0.00004360054,0.0007938624,0.0003917361,0.01429968,0.02598599,0.00004766194,0.0002355722,0.00003215512],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9998285,0.000002828731,0.0001029284,8.158756e-7,3.20994e-7,0.000001482994,0.00001060982,0.000002623959,0.00004983236],"genre_scores_gemma":[0.9995016,0.000006415855,0.0002621103,0.000001459697,5.436128e-7,0.000002346924,0.00005645471,0.000002335296,0.0001666529],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003926356,"threshold_uncertainty_score":0.007807016,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2023558327","doi":"10.1061/(asce)0733-9429(2002)128:11(1018)","title":"Generalized Study of Hydraulics of Culvert Fishways","year":2002,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":59,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"Fisheries and Oceans Canada; University of Alberta","funders":"Fisheries and Oceans Canada","keywords":"Baffle; Culvert; Weir; Hydraulics; Dimensionless quantity; Flow (mathematics); Geotechnical engineering; Flow velocity; Range (aeronautics); Engineering; Mechanics; Physics; Mechanical engineering; Geography","authors":[{"name":"S. A. Ead","is_ca":true},{"name":"N. Rajaratnam","is_ca":true},{"name":"Christos Katopodis","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01138260781959032,"gpt":0.1935729089363064,"spread":0.182190301116716,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001212653,0.0002185292,0.0002569486,0.0003592048,0.000206188,0.0003332101,0.0003585093,0.0001849601,0.0008973035],"category_scores_gemma":[0.0005035465,0.0000873571,0.0001615181,0.0004148346,0.0004177172,0.0003825453,0.0002723163,0.0002274255,0.0001057949],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006090994,"about_ca_system_score_gemma":0.0004747495,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008620339,"about_ca_topic_score_gemma":0.01116447,"domain_scores_codex":[0.9998736,0.00001694954,0.000003356368,0.00004307676,0.00004208912,0.000020934],"domain_scores_gemma":[0.9998253,0.00005007912,0.00003404164,0.00003015896,0.00004244675,0.00001801379],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002730462,0.0001973717,0.0812425,0.0001532237,0.0000686899,0.0009169753,0.0008554208,0.5903707,0.2254718,0.01283672,0.0004942452,0.0871193],"study_design_scores_gemma":[0.00003175438,0.0006186903,0.1689138,0.00002160057,0.00002759995,0.0003574333,0.000628041,0.7837566,0.03328186,0.007546375,0.004753553,0.00006280051],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9825261,0.00006218576,0.0159557,0.00001257301,0.000001254604,0.000009615041,0.00006983043,0.00006875712,0.001294005],"genre_scores_gemma":[0.9972968,0.00006162117,0.001992519,0.000002393608,0.000001755953,0.000003974528,0.00009772733,0.000004880568,0.0005383186],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.008620339,"threshold_uncertainty_score":0.01714033,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2033340613","doi":"10.1061/(asce)hy.1943-7900.0000235","title":"Experimental Study of Sand and Slurry Jets in Water","year":2010,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Particle Dynamics in Fluid Flows","field":"Engineering","cited_by":58,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Froude number; Slurry; Jet (fluid); Turbulence; Flux (metallurgy); Volume (thermodynamics); Particle (ecology); Mechanics; Geotechnical engineering; Geology; Chemistry; Physics; Flow (mathematics); Thermodynamics","authors":[{"name":"Neil Hall","is_ca":true},{"name":"Mohammed Elenany","is_ca":true},{"name":"David Z. Zhu","is_ca":true},{"name":"N. Rajaratnam","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005720159562190436,"gpt":0.2187307309396214,"spread":0.213010571377431,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004184393,0.0003670582,0.0005112971,0.0002529499,0.0007885263,0.0004905863,0.0004123081,0.0004122368,0.001309587],"category_scores_gemma":[0.0007953963,0.000218322,0.0002856467,0.0003399101,0.0007169812,0.0005925685,0.0005699019,0.0004925113,0.0001950557],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004425902,"about_ca_system_score_gemma":0.0004169136,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001803417,"about_ca_topic_score_gemma":0.001675237,"domain_scores_codex":[0.9994475,0.00006334809,0.00003171659,0.0001219591,0.0002158117,0.0001196636],"domain_scores_gemma":[0.9995118,0.0002306527,0.00006821345,0.00003331456,0.0001091666,0.0000469254],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.000264397,0.0001490831,0.002416014,0.00008280904,0.000007052313,0.0001663839,0.0002815968,0.0008183992,0.9919807,0.0001641033,0.00005144281,0.003618051],"study_design_scores_gemma":[0.00007744117,0.00254026,0.009172569,0.00001367919,0.00002133696,0.0001061409,0.0003142439,0.007573206,0.978239,0.0001418954,0.001770417,0.00002975918],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.99461,0.0001267918,0.004225266,0.00001964871,0.0000120391,0.0000640424,0.00008290549,0.00004530248,0.0008140704],"genre_scores_gemma":[0.9924116,0.0002019713,0.005676066,0.00003316334,0.00001293349,0.00008571846,0.0001916008,0.0000231026,0.001363974],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001803417,"threshold_uncertainty_score":0.004380941,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2046042371","doi":"10.1061/(asce)0733-9429(2008)134:10(1421)","title":"Theory of Fine Sediment Infiltration into Immobile Gravel Bed","year":2008,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":58,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Stillwater (Canada)","funders":"","keywords":"Infiltration (HVAC); Flume; Sediment; Geology; Sediment transport; Hydrology (agriculture); Soil science; Geomorphology; Geotechnical engineering; Flow (mathematics); Mechanics; Materials science; Physics","authors":[{"name":"Yantao Cui","is_ca":true},{"name":"John K. Wooster","is_ca":true},{"name":"Peter F. Baker","is_ca":true},{"name":"Scott R. Dusterhoff","is_ca":true},{"name":"L. S. Sklar","is_ca":true},{"name":"W. E. Dietrich","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007117801207551185,"gpt":0.1948931641708376,"spread":0.1877753629632864,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002788212,0.0005305454,0.0006085629,0.0007455741,0.0005163965,0.0009153451,0.001431304,0.001073185,0.004418796],"category_scores_gemma":[0.0008391791,0.0003058565,0.0007101484,0.0004963895,0.001085327,0.001773721,0.0006589282,0.000766577,0.0009456131],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001147953,"about_ca_system_score_gemma":0.0008161775,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003380332,"about_ca_topic_score_gemma":0.001337206,"domain_scores_codex":[0.9998487,0.0000209078,0.00000576471,0.00003333542,0.0000576197,0.00003372393],"domain_scores_gemma":[0.9998242,0.00005816403,0.00002474389,0.00001649692,0.00005368183,0.00002273946],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.00002401345,0.00002448866,0.0006403614,0.00009037948,0.00001785989,0.0002236198,0.0001408874,0.4723524,0.003575994,0.511443,0.002069839,0.009397157],"study_design_scores_gemma":[0.00001320489,0.00003225979,0.000406258,0.00001295003,0.000009418274,0.000120506,0.00002182594,0.9009255,0.0004449201,0.0935311,0.004465864,0.00001630251],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.0874316,0.001964021,0.847426,0.001663653,0.000325854,0.00008109161,0.0005056928,0.0006306577,0.05997137],"genre_scores_gemma":[0.9093722,0.002472123,0.03374424,0.0004350795,0.0002946033,0.0002920705,0.0002897744,0.0002044944,0.05289548],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.004418796,"threshold_uncertainty_score":0.01478231,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1982941558","doi":"10.1061/(asce)0733-9429(2007)133:4(414)","title":"Two-Dimensional Scour Hole Problem: Role of Fluid Structures","year":2007,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":58,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Windsor","funders":"","keywords":"Geology; Turbulence; Vortex; Jet (fluid); Mechanics; Anemometer; Flow (mathematics); Geotechnical engineering; Physics","authors":[{"name":"Alex Bey","is_ca":true},{"name":"Md Abdullah Al Faruque","is_ca":true},{"name":"Ram Balachandar","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003867943123489169,"gpt":0.2035031601262052,"spread":0.1996352170027161,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004160461,0.0007291996,0.0007473386,0.000833942,0.0006524039,0.001163243,0.0008277494,0.002404351,0.0009781184],"category_scores_gemma":[0.00323953,0.0003006886,0.0004207585,0.0003078229,0.001990041,0.00139414,0.001025356,0.0006934524,0.00008219092],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004120154,"about_ca_system_score_gemma":0.0005289382,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003430474,"about_ca_topic_score_gemma":0.001087479,"domain_scores_codex":[0.9997801,0.0000539094,0.000008682572,0.00003950898,0.00005031679,0.00006746455],"domain_scores_gemma":[0.9987521,0.0006418845,0.0002154989,0.0000687525,0.0001101645,0.0002116347],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.001708671,0.0005979398,0.0184855,0.0003985392,0.0001358752,0.004433496,0.0003542326,0.8379395,0.09854558,0.01746028,0.001420201,0.01852024],"study_design_scores_gemma":[0.00009591042,0.0001603579,0.002392999,0.00001010031,0.000007927414,0.0001759919,0.00008490356,0.989729,0.004575197,0.002531347,0.0002121311,0.00002399231],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9560672,0.0004095429,0.03953265,0.0006214004,0.00006209261,0.0001063409,0.0002079827,0.0001225993,0.002870217],"genre_scores_gemma":[0.9931671,0.0001249347,0.005361123,0.00003736215,0.00003313843,0.00002699088,0.0001167684,0.00001143505,0.001121222],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003430474,"threshold_uncertainty_score":0.006821036,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2617986634","doi":"10.1061/(asce)hy.1943-7900.0001324","title":"Meandering Morphodynamics: Insights from Laboratory and Numerical Experiments and Beyond","year":2017,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":52,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Technische Universität München","keywords":"Beach morphodynamics; Sinuosity; Geology; Bank erosion; Flow (mathematics); Curvature; Channel (broadcasting); Geotechnical engineering; Meander (mathematics); Open-channel flow; STREAMS; Erosion; Geometry; Fluvial; Geomorphology; Kinematics; Hydraulics; Bed load; Hydrology (agriculture); Sediment transport; Sediment; Engineering; Mathematics; Structural basin; Physics; Computer science","authors":[{"name":"Ana Maria Ferreira da Silva","is_ca":false},{"name":"Mohsen Ebrahimi","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005817644956993768,"gpt":0.2088608274521604,"spread":0.2030431824951666,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004192803,0.0002906969,0.0005219531,0.0001897142,0.0002693463,0.0005790204,0.0005311473,0.0005393089,0.0007004627],"category_scores_gemma":[0.001066852,0.0001623805,0.0002179515,0.000183948,0.001225193,0.001106283,0.0004832305,0.0007152904,0.000101732],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002801415,"about_ca_system_score_gemma":0.0001606998,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007255127,"about_ca_topic_score_gemma":0.0006524523,"domain_scores_codex":[0.9997819,0.00006009544,0.00001646274,0.00005555084,0.00005193046,0.0000340179],"domain_scores_gemma":[0.9993563,0.0004102092,0.00006937565,0.0000979328,0.00003295093,0.00003322159],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0004949695,0.001413313,0.01208284,0.0005037231,0.0000477155,0.0004531114,0.001064031,0.07123217,0.8359355,0.009036496,0.001195117,0.066541],"study_design_scores_gemma":[0.0002223618,0.004906369,0.03437287,0.0001431397,0.000104275,0.0005991403,0.0008613594,0.591688,0.3347218,0.02450708,0.00765697,0.0002166617],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9647714,0.001402005,0.02921294,0.0003847988,0.00005833814,0.00004908316,0.0001878699,0.0002592904,0.003674372],"genre_scores_gemma":[0.9918392,0.0008242938,0.006850265,0.00004707931,0.00002122494,0.00003674679,0.00006498898,0.00002163719,0.0002944307],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0007255127,"threshold_uncertainty_score":0.002343297,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2016908613","doi":"10.1061/(asce)0733-9429(2000)126:4(310)","title":"Screen-Type Energy Dissipator for Hydraulic Structures","year":2000,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":52,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Hydraulic jump; Tailwater; Froude number; Baffle; Dissipation; Supercritical flow; Mechanics; Hydraulics; Supercritical fluid; Geotechnical engineering; Flow (mathematics); Geology; Engineering; Thermodynamics; Physics; Mechanical engineering","authors":[{"name":"N. Rajaratnam","is_ca":true},{"name":"K. I. Hurtig","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006704612044240963,"gpt":0.2085836021884589,"spread":0.201878990144218,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001193523,0.0002436753,0.0001931618,0.0002919952,0.0001809014,0.0004122163,0.000266845,0.0003123802,0.002338464],"category_scores_gemma":[0.0004386124,0.0001601512,0.0001880922,0.0001891108,0.0003844815,0.0004822975,0.0003334097,0.000292809,0.0005512622],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002706412,"about_ca_system_score_gemma":0.0001319329,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002727676,"about_ca_topic_score_gemma":0.0005859187,"domain_scores_codex":[0.9998947,0.00001165919,0.000005152916,0.00001578723,0.00005656607,0.00001608154],"domain_scores_gemma":[0.9998152,0.00007217196,0.00002818516,0.00002185767,0.00004060769,0.00002204427],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001422245,0.00003885265,0.0004552455,0.0001644882,0.00001204933,0.0001369224,0.00004730584,0.00449434,0.97594,0.004534997,0.0003768259,0.01365669],"study_design_scores_gemma":[0.00004845186,0.0004151501,0.002730034,0.00001667227,0.00002658128,0.0002548654,0.00002360194,0.03187464,0.9544457,0.001272092,0.008866893,0.00002525842],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.770741,0.001320582,0.2126629,0.0002851038,0.0001647967,0.0001000102,0.0002166905,0.000978826,0.01353003],"genre_scores_gemma":[0.9835962,0.0002454179,0.01032248,0.00003965244,0.00001108551,0.00004047286,0.00007334813,0.00002668626,0.005644539],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002338464,"threshold_uncertainty_score":0.007822931,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2125366193","doi":"10.1061/(asce)0733-9429(2002)128:8(781)","title":"Field Investigation of Frazil Jam Evolution: A Case Study","year":2002,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Arctic and Antarctic ice dynamics","field":"Earth and Planetary Sciences","cited_by":52,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Froude number; Dimensionless quantity; Geology; Geomorphology; Hydrology (agriculture); Mechanics; Geotechnical engineering; Physics; Flow (mathematics)","authors":[{"name":"Jueyi Sui","is_ca":true},{"name":"Bryan Karney","is_ca":true},{"name":"Zhaochu Sun","is_ca":false},{"name":"Desheng Wang","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01137964046234298,"gpt":0.1917501370846394,"spread":0.1803704966222965,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005754069,0.0002236419,0.0002127747,0.001145903,0.0008753001,0.0002607691,0.0004478186,0.0005282933,0.000656769],"category_scores_gemma":[0.001384727,0.0001609282,0.0001444633,0.0009156928,0.0006118987,0.000448488,0.0003596463,0.0003433115,0.0001190199],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009650104,"about_ca_system_score_gemma":0.0004662406,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02748278,"about_ca_topic_score_gemma":0.07297084,"domain_scores_codex":[0.9997419,0.00005340383,0.00001604719,0.00007502072,0.0000569521,0.00005668599],"domain_scores_gemma":[0.9985655,0.000491579,0.0003214356,0.0001249037,0.000353422,0.0001432021],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0007051813,0.002573784,0.8893409,0.0002255785,0.00007493929,0.005559138,0.008233632,0.008219961,0.02485598,0.0005584772,0.001228515,0.05842374],"study_design_scores_gemma":[0.00006423696,0.001434797,0.9683902,0.00004193511,0.00003958464,0.001308561,0.006019934,0.01090234,0.008441621,0.0002505733,0.00305328,0.00005303506],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9988954,0.00001950339,0.0003964869,0.00001524478,0.000001208215,0.00002381909,0.0000799155,0.00001262076,0.0005557733],"genre_scores_gemma":[0.9986111,0.00004006432,0.0007109737,0.00001032714,0.000003455686,0.00001652994,0.0001187757,0.000001746658,0.0004870574],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02748278,"threshold_uncertainty_score":0.0546456,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2038088158","doi":"10.1061/(asce)0733-9429(2006)132:8(778)","title":"Modeling Ventilation Phenomenon in Sanitary Sewer Systems: A System Theoretic Approach","year":2006,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Water Systems and Optimization","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Sanitary sewer; Piping; Cabin pressurization; Environmental engineering; Environmental science; Drag; Sewage; Civil engineering; Wastewater; Combined sewer; Engineering; Waste management; Stormwater; Surface runoff; Mechanical engineering","authors":[{"name":"Stephen Edwini-Bonsu","is_ca":true},{"name":"P. M. Steffler","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004386570061172717,"gpt":0.1535446086301299,"spread":0.1491580385689572,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006154992,0.0008184092,0.0008568729,0.0005541285,0.000543699,0.001363553,0.001161314,0.001828172,0.001443653],"category_scores_gemma":[0.001319317,0.000500462,0.0008127077,0.0004056349,0.001288738,0.001345778,0.0008944934,0.0007518937,0.0001608937],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001295834,"about_ca_system_score_gemma":0.001033916,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008063952,"about_ca_topic_score_gemma":0.003689775,"domain_scores_codex":[0.9997001,0.0001377686,0.00001103762,0.00005181208,0.00004978373,0.00004949949],"domain_scores_gemma":[0.9995388,0.0003024289,0.00006705774,0.00001555986,0.00005289327,0.00002323597],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000007660647,0.00001045263,0.0002032289,0.00001719992,0.000008574757,0.00002979721,0.00002479655,0.9916931,0.0006694936,0.006393412,0.00006197705,0.0008801498],"study_design_scores_gemma":[0.000002119965,0.000007664562,0.00004453425,0.000001521527,0.000002732824,0.000002985325,0.000008013715,0.9982772,0.00007971226,0.001469239,0.0001021982,0.000002042886],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1346722,0.0006472842,0.854041,0.0005024979,0.00004080714,0.00008501289,0.0001342166,0.00024534,0.009631712],"genre_scores_gemma":[0.9835512,0.0004255256,0.01274107,0.00003407984,0.00003263111,0.0001205272,0.00004942163,0.00003785741,0.003007642],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.008063952,"threshold_uncertainty_score":0.01603401,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2038846101","doi":"10.1061/(asce)hy.1943-7900.0000939","title":"Flow Observations in Tall Plunging Flow Dropshafts","year":2014,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Mechanics; Flow (mathematics); Flow conditions; Environmental science; Airflow; Dissipation; Open-channel flow; Drop (telecommunication); Meteorology; Flow measurement; Geology; Engineering; Physics; Thermodynamics; Mechanical engineering","authors":[{"name":"G. Adriana Camino","is_ca":true},{"name":"David Z. Zhu","is_ca":true},{"name":"N. Rajaratnam","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005860822868974717,"gpt":0.1813892149886171,"spread":0.1755283921196424,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001360984,0.0002317697,0.000341007,0.0008157919,0.0005906586,0.0002566391,0.0002378753,0.0003481738,0.001650465],"category_scores_gemma":[0.000404229,0.0001336289,0.0001947884,0.0003265908,0.0004219311,0.0002585597,0.0002809571,0.0004994156,0.0001939859],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002394324,"about_ca_system_score_gemma":0.0001937506,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003223425,"about_ca_topic_score_gemma":0.004308144,"domain_scores_codex":[0.9998484,0.000008637955,0.000005945147,0.00003185246,0.00006957456,0.00003556884],"domain_scores_gemma":[0.9997461,0.00007273605,0.00003854893,0.00001622769,0.00007586917,0.00005046997],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0003952034,0.0001608776,0.03661816,0.00005933366,0.000008454896,0.0007453024,0.001126639,0.002080277,0.9426045,0.0002193808,0.0003294135,0.01565253],"study_design_scores_gemma":[0.00008118051,0.001728383,0.4461561,0.00003369982,0.00002902126,0.0005976399,0.002404684,0.03373943,0.5101199,0.0003535399,0.004665083,0.00009140324],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9983223,0.00002314933,0.001083791,0.00001009943,0.000005043591,0.00001264177,0.0001554581,0.00004540817,0.0003421839],"genre_scores_gemma":[0.9984642,0.00002142217,0.0008881582,0.000007007657,0.000004067907,0.000007313259,0.0001530154,0.000007429644,0.0004473788],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003223425,"threshold_uncertainty_score":0.006409287,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2790729067","doi":"10.1061/(asce)hy.1943-7900.0001427","title":"Turbulence Characteristics of Classical Hydraulic Jump Using DES","year":2018,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Windsor","funders":"","keywords":"Hydraulic jump; Froude number; Volume of fluid method; Turbulence; Mechanics; Free surface; Open-channel flow; Reynolds number; Large eddy simulation; Jet (fluid); Jump; Geology; Boundary layer; Flow (mathematics); Geotechnical engineering; Physics","authors":[{"name":"Vimaldoss Jesudhas","is_ca":true},{"name":"Ram Balachandar","is_ca":false},{"name":"Vesselina Roussinova","is_ca":true},{"name":"Ron M. Barron","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01155089977024776,"gpt":0.2223197795717675,"spread":0.2107688798015198,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002145945,0.0003107716,0.0003965387,0.0002632383,0.0003446931,0.0004654697,0.0004941388,0.0004721266,0.0009587854],"category_scores_gemma":[0.0004887088,0.0001020245,0.0002845888,0.0002664537,0.0006245477,0.0003250272,0.0003838827,0.0003216082,0.00007140288],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004904416,"about_ca_system_score_gemma":0.0004049848,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005214003,"about_ca_topic_score_gemma":0.00304449,"domain_scores_codex":[0.9998937,0.00001880121,0.000006845208,0.00001670518,0.00003537917,0.00002857103],"domain_scores_gemma":[0.9997894,0.0001018481,0.00001807623,0.00002568666,0.00003478428,0.0000300937],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0003096898,0.0001678145,0.007082284,0.00007499747,0.0000395227,0.000280584,0.0001378175,0.9505069,0.03105378,0.003808706,0.0004312242,0.006106699],"study_design_scores_gemma":[0.00001678314,0.00004912783,0.001645833,0.000001765022,0.000002822806,0.00001389071,0.00002224671,0.9940948,0.003732536,0.0002555271,0.0001552094,0.000009455708],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9883742,0.00003781906,0.008355881,0.00004656507,0.00001735972,0.00001358598,0.0001420715,0.0001370492,0.002875344],"genre_scores_gemma":[0.997256,0.00001553038,0.002031498,0.00001096809,0.0000033059,0.000009706734,0.0001360744,0.00001265952,0.0005242242],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005214003,"threshold_uncertainty_score":0.01036733,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1974323657","doi":"10.1061/(asce)hy.1943-7900.0000394","title":"MPS-Based Mesh-Free Particle Method for Modeling Open-Channel Flows","year":2011,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Fluid Dynamics Simulations and Interactions","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Free surface; Mechanics; Open-channel flow; Inflow; Finite element method; Smoothed-particle hydrodynamics; Outflow; Fluid dynamics; Deformation (meteorology); Eulerian path; Discrete element method; Flow (mathematics); Lagrangian; Physics; Engineering; Structural engineering; Mathematics; Applied mathematics; Meteorology","authors":[{"name":"Ahmad Shakibaeinia","is_ca":true},{"name":"Yee‐Chung Jin","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03692401641322245,"gpt":0.2737698184604886,"spread":0.2368458020472661,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003948434,0.0004966486,0.00064919,0.0004316857,0.0004028009,0.0004106355,0.001234934,0.0007522344,0.001415612],"category_scores_gemma":[0.0008636169,0.000298423,0.0007838703,0.0004048617,0.000480238,0.0005835443,0.000595719,0.0006965094,0.0003391941],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005019241,"about_ca_system_score_gemma":0.001155204,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006555381,"about_ca_topic_score_gemma":0.002731282,"domain_scores_codex":[0.9998023,0.00005591367,0.00001061032,0.00001711987,0.0001023879,0.00001173229],"domain_scores_gemma":[0.9996864,0.0001528038,0.00002684823,0.00003242839,0.00007569481,0.00002589389],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002913819,0.00002084864,0.0004488748,0.00005939124,0.00002719446,0.00009306825,0.00005705807,0.953806,0.003880098,0.02027854,0.0006780666,0.02062169],"study_design_scores_gemma":[0.000003732813,0.000003898577,0.00002654908,0.000001668564,0.000001983963,0.000005823223,0.000001655917,0.9979593,0.0002854584,0.001076129,0.0006316623,0.000002198415],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01023124,0.0001478346,0.9871613,0.00005832828,0.00006184841,0.00003764966,0.00005527964,0.0002363343,0.002010123],"genre_scores_gemma":[0.4430826,0.0004886976,0.548698,0.00007016641,0.00009551071,0.000443778,0.0002808493,0.0002090595,0.006631193],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.006555381,"threshold_uncertainty_score":0.01303446,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2046752883","doi":"10.1061/(asce)0733-9429(2008)134:12(1722)","title":"Horizontal Injection of Gas–Liquid Mixtures in a Water Tank","year":2008,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Oil and Gas Production Techniques","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Petroleum engineering; Environmental science; Mechanics; Hydrology (agriculture); Geotechnical engineering; Geology; Materials science; Physics","authors":[{"name":"Iran Eduardo Lima Neto","is_ca":true},{"name":"David Z. Zhu","is_ca":true},{"name":"N. Rajaratnam","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005510798574692626,"gpt":0.1855559178063776,"spread":0.1800451192316849,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002871116,0.0003640205,0.0003689507,0.0002470481,0.0002186876,0.0004319342,0.0002938078,0.0003180256,0.001271549],"category_scores_gemma":[0.0003409718,0.0001946011,0.0002110917,0.0002971041,0.0003629195,0.0004266597,0.0003764742,0.0004363903,0.0001907755],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006371317,"about_ca_system_score_gemma":0.0004191642,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002496624,"about_ca_topic_score_gemma":0.001657749,"domain_scores_codex":[0.9997628,0.00002426376,0.00001341483,0.00004360797,0.00008858564,0.00006728078],"domain_scores_gemma":[0.9997659,0.00007326883,0.00007419948,0.00001272795,0.00003859604,0.00003519872],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0003296771,0.00007954696,0.001306389,0.00004345292,0.00000635319,0.00008360933,0.00003777985,0.001018365,0.9934737,0.0001408985,0.0000357113,0.0034444],"study_design_scores_gemma":[0.00002643445,0.0009526528,0.002181947,0.000005225166,0.00001169165,0.00001826815,0.00003219253,0.01037927,0.9859694,0.00004074608,0.0003744432,0.000007664684],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9943005,0.0001152634,0.004678822,0.00003183088,0.00001436087,0.00005042108,0.00007505436,0.0001236428,0.0006100995],"genre_scores_gemma":[0.9947481,0.00007503718,0.004128905,0.00002443637,0.000005613878,0.00003100046,0.0001005711,0.00001370262,0.0008726646],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002496624,"threshold_uncertainty_score":0.004964113,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2078614574","doi":"10.1061/(asce)0733-9429(2006)132:1(94)","title":"Laboratory Experiments on Frazil-Size Characteristics in a Counterrotating Flume","year":2005,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Arctic and Antarctic ice dynamics","field":"Earth and Planetary Sciences","cited_by":47,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"University of Manitoba; Manitoba Hydro","funders":"Mazak Foundation; Manitoba Hydro","keywords":"Flume; Hydraulics; Geology; Mechanics; Meteorology; Geotechnical engineering; Engineering; Flow (mathematics); Physics; Aerospace engineering","authors":[{"name":"Shawn P. Clark","is_ca":true},{"name":"Jay Doering","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00553754624877882,"gpt":0.2063373810627991,"spread":0.2007998348140203,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004386494,0.0003265345,0.0002528871,0.0001986863,0.0004926191,0.0002423779,0.0003509503,0.0003472015,0.0008573045],"category_scores_gemma":[0.000979283,0.000147931,0.0001737054,0.0001318314,0.000577188,0.0003835343,0.0003556942,0.0004673067,0.0001155005],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003345914,"about_ca_system_score_gemma":0.0002748655,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003685009,"about_ca_topic_score_gemma":0.004203373,"domain_scores_codex":[0.9998317,0.00002459308,0.000009205851,0.00004908778,0.00003894757,0.00004650056],"domain_scores_gemma":[0.9992705,0.0002814332,0.0001239081,0.00006297506,0.0001587382,0.0001024068],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0003924019,0.0001745042,0.003297809,0.00002663718,0.000007208645,0.00006155315,0.0001947128,0.0007334309,0.9932789,0.00007178539,0.0000605799,0.001700424],"study_design_scores_gemma":[0.0001209583,0.006903967,0.03296475,0.00001196838,0.00003725093,0.0001804739,0.0003445361,0.007167836,0.9511815,0.00007799366,0.0009619435,0.00004671306],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9991078,0.00002277242,0.0006634968,0.00001082872,0.000003014748,0.00001564894,0.00003503661,0.00001318725,0.0001283312],"genre_scores_gemma":[0.9973956,0.00005215853,0.001809412,0.00002117967,0.000003565803,0.00004357797,0.0001335382,0.000008156951,0.0005327306],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003685009,"threshold_uncertainty_score":0.00732708,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2135151428","doi":"10.1061/(asce)0733-9429(2000)126:7(547)","title":"Hydraulic Resistance Induced by Deposition of Sediment in Porous Medium","year":2000,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":46,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"National Science Council; University of Saskatchewan","keywords":"Siltation; Deposition (geology); Sediment; Hydraulic conductivity; Geotechnical engineering; Geology; Sediment transport; Hydrology (agriculture); Porosity; Environmental science; Soil science; Geomorphology; Soil water","authors":[{"name":"Fu‐Chun Wu","is_ca":false},{"name":"Hung–Tzu Huang","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004365573925153693,"gpt":0.1879821583541195,"spread":0.1836165844289658,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001372299,0.0001498177,0.000195239,0.0001682029,0.0001581648,0.0002972837,0.000116221,0.0001514216,0.0003634764],"category_scores_gemma":[0.0005765002,0.000123063,0.000139281,0.0001236101,0.0004518013,0.0002589841,0.0003419652,0.0002897263,0.00005254062],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002231602,"about_ca_system_score_gemma":0.0001428332,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003307932,"about_ca_topic_score_gemma":0.0002864744,"domain_scores_codex":[0.9998672,0.0000217236,0.000006228588,0.00001740311,0.00004464072,0.0000427087],"domain_scores_gemma":[0.9997109,0.0001297751,0.0000772174,0.00002262247,0.00002484436,0.00003466485],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001137255,0.00001386869,0.0008141825,0.00003121146,0.000006521092,0.0002377004,0.00005484096,0.002917171,0.993809,0.0001820368,0.00002123761,0.001798354],"study_design_scores_gemma":[0.00005757434,0.0007417332,0.02257041,0.00001049508,0.00002639009,0.0004859492,0.0001494476,0.04191817,0.9326241,0.0005424775,0.0008338667,0.0000394216],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9981533,0.00008287931,0.001417392,0.0000124943,0.000005724467,0.000003018663,0.00001348279,0.00002646472,0.0002853761],"genre_scores_gemma":[0.9995698,0.00004786109,0.0002786878,0.000004113773,0.000001647052,0.000001620357,0.00001238523,0.000001914896,0.00008180227],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0003634764,"threshold_uncertainty_score":0.00161916,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2111346524","doi":"10.1061/(asce)0733-9429(2005)131:7(615)","title":"Attenuation of High-Frequency Interannual Streamflow Variability by Watershed Glacial Cover","year":2005,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydrology and Watershed Management Studies","field":"Environmental Science","cited_by":46,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Baseflow; Streamflow; Hydrograph; Glacial period; Watershed; Environmental science; Physical geography; Series (stratigraphy); Climatology; Hydrology (agriculture); Geology; Drainage basin; Geography; Geomorphology","authors":[{"name":"Sean W. Fleming","is_ca":true},{"name":"Garry K. C. Clarke","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003596905485042004,"gpt":0.1900524774386395,"spread":0.1864555719535975,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001730461,0.0001449915,0.0002287993,0.0004589947,0.0003056839,0.0004512272,0.0002029216,0.0001116291,0.0006410296],"category_scores_gemma":[0.008093045,0.0001190041,0.0002270107,0.0005865361,0.0006533823,0.0003185506,0.000449982,0.0002428947,0.00007226881],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004774361,"about_ca_system_score_gemma":0.0005770161,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.03399833,"about_ca_topic_score_gemma":0.05859515,"domain_scores_codex":[0.9991162,0.0002492737,0.00004214143,0.0001527932,0.0002908923,0.000148638],"domain_scores_gemma":[0.9939254,0.003336838,0.001111322,0.0007784571,0.0006237399,0.0002243655],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0001956266,0.00003761078,0.9718491,0.00001270783,0.0001260812,0.00007470757,0.0004158656,0.002230047,0.01085237,0.0002580878,0.0001450112,0.01380267],"study_design_scores_gemma":[7.120734e-7,0.00002513219,0.9981267,5.652099e-7,0.0000061264,0.00001466597,0.00003089116,0.001419344,0.0002597059,0.00003869114,0.00007577113,0.000001631178],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.998031,0.00003441237,0.001144494,0.00001702223,0.000001867085,0.000003555971,0.000102874,0.00001814491,0.0006466299],"genre_scores_gemma":[0.9996089,0.000007841003,0.0001610169,0.000005516856,0.000002568903,0.000002656606,0.0001158329,0.000004418163,0.00009122022],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03399833,"threshold_uncertainty_score":0.06760085,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2087966854","doi":"10.1061/(asce)0733-9429(2006)132:3(225)","title":"Case Study of Precision of GPS Differential Correction Strategies: Influence on aDcp Velocity and Discharge Estimates","year":2006,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"GNSS positioning and interference","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"University of Ottawa; Environment and Climate Change Canada","funders":"","keywords":"Acoustic Doppler current profiler; Differential GPS; Geodesy; Global Positioning System; Geology; Discharge; Context (archaeology); Bathymetry; Doppler effect; Remote sensing; Environmental science; Geography; Current (fluid); Telecommunications; Oceanography; Engineering; Physics","authors":[{"name":"Colin D. Rennie","is_ca":true},{"name":"F. Rainville","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007430914736536741,"gpt":0.2237716797758109,"spread":0.2163407650392742,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.01280262,0.0007653029,0.000574537,0.001413244,0.0006954631,0.001435704,0.001193252,0.001224573,0.0003754067],"category_scores_gemma":[0.1120426,0.0003896325,0.0003562168,0.003011633,0.0008707872,0.001275405,0.001055445,0.0006898994,0.0001653329],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00138192,"about_ca_system_score_gemma":0.001069102,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02175895,"about_ca_topic_score_gemma":0.01381189,"domain_scores_codex":[0.9896855,0.004682053,0.0008564608,0.001705093,0.002690366,0.0003805119],"domain_scores_gemma":[0.8314586,0.1314407,0.008958832,0.01135889,0.01630262,0.0004803064],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.001861751,0.0002429986,0.5144364,0.0004511591,0.0005158618,0.0026853,0.002338747,0.2510716,0.01823611,0.001452958,0.0009328636,0.2057742],"study_design_scores_gemma":[0.0002838328,0.00395013,0.4452659,0.000284436,0.0006911212,0.004823448,0.002550904,0.4502737,0.08198474,0.00242375,0.007130995,0.0003370363],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9638519,0.0005492524,0.03241809,0.0003031947,0.00002557472,0.00006868422,0.0002899352,0.00028182,0.002211464],"genre_scores_gemma":[0.9877241,0.00007197696,0.01183539,0.00002399034,0.00001000323,0.00001496824,0.0001047923,0.00003845648,0.0001764266],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02175895,"threshold_uncertainty_score":0.06770754,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2406683702","doi":"10.1061/(asce)hy.1943-7900.0001171","title":"CFD Approach for Column Separation in Water Pipelines","year":2016,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Water Systems and Optimization","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"National Natural Science Foundation of China","keywords":"Pipeline transport; Separation (statistics); Water column; Column (typography); Petroleum engineering; Computational fluid dynamics; Environmental science; Marine engineering; Geology; Hydrology (agriculture); Geotechnical engineering; Mechanics; Engineering; Environmental engineering; Computer science; Oceanography; Mechanical engineering; Physics","authors":[{"name":"Huan Wang","is_ca":false},{"name":"Ling Zhou","is_ca":false},{"name":"Deyou Liu","is_ca":false},{"name":"Bryan Karney","is_ca":true},{"name":"Pei Wang","is_ca":false},{"name":"Xia Lin","is_ca":false},{"name":"Jiajie Ma","is_ca":false},{"name":"Chang Xu","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007605884910652214,"gpt":0.2014653771071146,"spread":0.1938594921964624,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001519264,0.0005778924,0.0006620677,0.0005802877,0.0007314295,0.0008243073,0.0008895454,0.001214409,0.004633851],"category_scores_gemma":[0.0005746517,0.0003738913,0.0006602193,0.0004414204,0.0006103765,0.0005681633,0.0008478945,0.0008723946,0.0006947367],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001047159,"about_ca_system_score_gemma":0.001847517,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01558674,"about_ca_topic_score_gemma":0.006624282,"domain_scores_codex":[0.9998803,0.00002030392,0.000005701458,0.00002121288,0.0000506205,0.00002181392],"domain_scores_gemma":[0.9998137,0.00007714872,0.00002172538,0.00001354774,0.00005734988,0.00001660775],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002930598,0.00003384947,0.0006369043,0.00009393675,0.00001260599,0.0002102364,0.00006725449,0.9517305,0.009356894,0.02037771,0.001488143,0.01596263],"study_design_scores_gemma":[0.000004360927,0.000004479111,0.00005685251,0.000004317175,0.000001127974,0.00001724088,0.000007292314,0.9964624,0.000570787,0.001313511,0.001552868,0.000004797981],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.0268824,0.0009489377,0.9472421,0.000547571,0.0002461356,0.0001686227,0.0005563361,0.00114371,0.02226422],"genre_scores_gemma":[0.6546583,0.001584025,0.3168681,0.0003673208,0.0002013885,0.0005727567,0.0008553188,0.0003611601,0.02453171],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01558674,"threshold_uncertainty_score":0.03099203,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2593066711","doi":"10.1061/(asce)hy.1943-7900.0001307","title":"Numerical Modeling of Vertical Buoyant Jets Subjected to Lateral Confinement","year":2017,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Aerodynamics and Acoustics in Jet Flows","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa","funders":"","keywords":"Froude number; Turbulence; Buoyancy; Jet (fluid); Mechanics; Meteorology; Mixing (physics); Flow (mathematics); Physics; Geology","authors":[{"name":"Xiaohui Yan","is_ca":false},{"name":"Abdolmajid Mohammadian","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01040998728033639,"gpt":0.2266511988421013,"spread":0.2162412115617649,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002371747,0.0004899421,0.0003988131,0.0004437473,0.0004505865,0.0007270905,0.0004854394,0.0006304687,0.0008380229],"category_scores_gemma":[0.0007147684,0.0001859155,0.0004054352,0.0003888503,0.0005864408,0.0003095478,0.00060415,0.0002383146,0.0001239336],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005916904,"about_ca_system_score_gemma":0.0006088449,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01095012,"about_ca_topic_score_gemma":0.004063473,"domain_scores_codex":[0.9998839,0.00002010146,0.000008987204,0.00001585246,0.00003801071,0.00003320966],"domain_scores_gemma":[0.9997579,0.0000846082,0.00006339786,0.00001445322,0.00005160294,0.00002800892],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001130683,0.0000523774,0.002997297,0.00006264648,0.00001524399,0.0003833286,0.0000904054,0.9521199,0.03723325,0.002117868,0.0001269847,0.004687673],"study_design_scores_gemma":[0.00000551693,0.00003088018,0.0005948298,0.000003508838,0.000003038355,0.00001670535,0.00001731342,0.9979431,0.001151938,0.0001170395,0.0001112417,0.000004802219],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.926997,0.000389117,0.06229991,0.0001586751,0.00005723187,0.00004789597,0.0001695037,0.0002165058,0.009664116],"genre_scores_gemma":[0.9947253,0.0001303479,0.003710455,0.00001315106,0.000008225789,0.00002520779,0.00005922353,0.00001200591,0.001316081],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01095012,"threshold_uncertainty_score":0.02177274,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2591781678","doi":"10.1061/(asce)hy.1943-7900.0001306","title":"Soil and Groundwater Erosion Rates into a Sewer Pipe Crack","year":2017,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"China Postdoctoral Science Foundation","keywords":"Erosion; Geotechnical engineering; Groundwater; Geology; Hydrology (agriculture); Environmental science; Geomorphology","authors":[{"name":"Shuai Guo","is_ca":false},{"name":"David Z. Zhu","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006338258563202992,"gpt":0.2142607573141398,"spread":0.2079224987509368,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001876816,0.0001358598,0.0001302957,0.0002709362,0.00005777124,0.000183694,0.0001299767,0.0002712423,0.00052188],"category_scores_gemma":[0.0008826643,0.00008982047,0.0001930099,0.0001429703,0.0001414252,0.0003058174,0.0001584312,0.0002010686,0.0001029938],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002217033,"about_ca_system_score_gemma":0.00009014353,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001535343,"about_ca_topic_score_gemma":0.0016916,"domain_scores_codex":[0.9998945,0.00001844501,0.000008642324,0.00002525526,0.00004100605,0.00001210724],"domain_scores_gemma":[0.9996535,0.0001647111,0.00006909052,0.00002526228,0.00007614933,0.00001125594],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0005476449,0.0001144798,0.1638081,0.0002830397,0.00007797433,0.0006865712,0.0006184031,0.2894515,0.4621506,0.002941218,0.0005538758,0.07876661],"study_design_scores_gemma":[0.00003583964,0.000358962,0.1141125,0.00002979383,0.00004261428,0.0004262015,0.0002395839,0.7457368,0.1374493,0.0006305913,0.0009032626,0.00003478803],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9919836,0.00005736229,0.0072473,0.00000907346,0.000001112736,0.000005321554,0.0000740004,0.00004563343,0.0005765884],"genre_scores_gemma":[0.9982173,0.00005373711,0.00141125,0.000001288031,3.012155e-7,0.000003227337,0.00004421547,0.000006700444,0.0002619374],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001535343,"threshold_uncertainty_score":0.003052831,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2061380241","doi":"10.1061/(asce)hy.1943-7900.0000199","title":"Downstream Hydraulic Geometry of Clay-Dominated Cohesive Bed Rivers","year":2010,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":42,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Canadian Natural Resources; University of Ottawa","funders":"","keywords":"Geology; Alluvium; STREAMS; Geotechnical engineering; River bed; Bedform; Channel (broadcasting); Geomorphology; Hydrology (agriculture); Sediment; Sediment transport; Engineering","authors":[{"name":"Miressa Ebisa Fola","is_ca":true},{"name":"Colin D. Rennie","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003564915401616694,"gpt":0.1925749179558996,"spread":0.1890100025542829,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001096012,0.000129726,0.00009973648,0.0004209513,0.0001808928,0.0004454145,0.0002424181,0.00008692193,0.0006670926],"category_scores_gemma":[0.0009900969,0.0001200962,0.00008802876,0.0003174967,0.0002819311,0.0001807466,0.0002056157,0.0001179955,0.0001037963],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001482523,"about_ca_system_score_gemma":0.0008378517,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.08777674,"about_ca_topic_score_gemma":0.1870317,"domain_scores_codex":[0.9999135,0.00001115834,0.000007020955,0.00002148347,0.00003123716,0.00001566661],"domain_scores_gemma":[0.9996905,0.0000613993,0.000062315,0.00001931919,0.0001404482,0.00002595853],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0001524133,0.0000315428,0.8455699,0.00005505555,0.00002455698,0.0005306092,0.0008431447,0.09590283,0.02253365,0.002893165,0.0008113023,0.0306518],"study_design_scores_gemma":[0.00000754718,0.00002969018,0.9421359,0.000007388665,0.00001150745,0.0001253236,0.0002773669,0.05286908,0.002793135,0.0006308552,0.001091198,0.00002088318],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9961334,0.00002576307,0.002129656,0.00001038334,7.917976e-7,0.000006419181,0.000275875,0.00002602179,0.001391601],"genre_scores_gemma":[0.9991201,0.00001980223,0.0003187256,0.000001244275,4.391834e-7,0.000002596019,0.0002057835,0.000002855882,0.0003285455],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.08777674,"threshold_uncertainty_score":0.1745316,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1993579749","doi":"10.1061/(asce)0733-9429(2008)134:6(833)","title":"Effect of Tank Size and Geometry on the Flow Induced by Circular Bubble Plumes and Water Jets","year":2008,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Fluid Dynamics and Mixing","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"Ministério da Educação; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior","keywords":"Bubble; Turbulence; Mechanics; Plume; Flow (mathematics); Isotropy; Plane (geometry); Flow visualization; Geometry; Materials science; Geology; Meteorology; Physics; Optics; Mathematics","authors":[{"name":"Iran Eduardo Lima Neto","is_ca":true},{"name":"David Z. Zhu","is_ca":true},{"name":"N. Rajaratnam","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003418491261545838,"gpt":0.1683704331171911,"spread":0.1649519418556453,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003886355,0.0006352009,0.0004609861,0.0002493214,0.0002051322,0.0005966327,0.0002927849,0.0003306665,0.0009604256],"category_scores_gemma":[0.002259676,0.0003771323,0.0002784472,0.0001660062,0.0006200798,0.0005277168,0.000589416,0.0004055284,0.0001360522],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004347229,"about_ca_system_score_gemma":0.000388275,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001497524,"about_ca_topic_score_gemma":0.001710914,"domain_scores_codex":[0.9995671,0.00007758154,0.00004797786,0.0000823326,0.0001238098,0.0001011105],"domain_scores_gemma":[0.9978533,0.001062415,0.0005103838,0.0001268679,0.0002013371,0.0002455808],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0007829285,0.00005390576,0.001581728,0.00005778172,0.00001065475,0.0001249692,0.00005463775,0.001982251,0.9938493,0.00002894824,0.00001999154,0.001452873],"study_design_scores_gemma":[0.0001070585,0.002783425,0.02986884,0.0000104618,0.00007278202,0.0001149457,0.0001527145,0.007236267,0.9592168,0.00005941734,0.0003272226,0.00005013984],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9980578,0.0001138082,0.001403175,0.00002463569,0.00001381282,0.00002515297,0.00009110848,0.0000638311,0.0002067138],"genre_scores_gemma":[0.9980933,0.0001237174,0.001379354,0.00002406914,0.000006199319,0.00003339076,0.0001114639,0.00002258591,0.0002058744],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001497524,"threshold_uncertainty_score":0.003212988,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2232538945","doi":"10.1061/(asce)hy.1943-7900.0001110","title":"Water Surface Characteristics of Submerged Rectangular Sharp-Crested Weirs","year":2016,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Weir; Hydraulic jump; Jet (fluid); Mechanics; Free surface; Surface wave; Flow (mathematics); Surface (topology); Jump; Geology; Supercritical flow; Geometry; Physics; Mathematics; Optics; Geography","authors":[{"name":"Amir H. Azimi","is_ca":false},{"name":"N. Rajaratnam","is_ca":true},{"name":"David Z. Zhu","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004129083596916033,"gpt":0.1740609209263181,"spread":0.1699318373294021,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000166437,0.0002404257,0.0003593738,0.000234538,0.0001331827,0.0002582931,0.0002303753,0.0002176785,0.0004086483],"category_scores_gemma":[0.0003052715,0.00009063509,0.0002180054,0.0002375105,0.0002589836,0.0002441148,0.0001726549,0.0002089241,0.00008407097],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002067213,"about_ca_system_score_gemma":0.0001579451,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002181522,"about_ca_topic_score_gemma":0.003118179,"domain_scores_codex":[0.9999146,0.000007470734,0.000006810489,0.00002763445,0.00002728218,0.0000161868],"domain_scores_gemma":[0.9998233,0.0000386054,0.00005605264,0.00001201717,0.00004654352,0.00002351254],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.000325434,0.00008153864,0.02095683,0.00005830016,0.000018469,0.0001706741,0.0001940233,0.006466799,0.9665757,0.00005849374,0.00003107504,0.005062719],"study_design_scores_gemma":[0.00007293683,0.006242662,0.4465578,0.00001963731,0.0001146781,0.0001889779,0.00135142,0.08149341,0.4631782,0.0001825338,0.0005157031,0.0000820932],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9995205,0.00001139082,0.000354317,0.000001732012,7.327523e-7,0.000003128478,0.00003856009,0.000006991321,0.00006267724],"genre_scores_gemma":[0.9993702,0.00002259372,0.0004023904,0.000002530858,5.511381e-7,0.000005035805,0.00005778904,0.000001435273,0.0001374453],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002181522,"threshold_uncertainty_score":0.004337668,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2143471499","doi":"10.1061/(asce)0733-9429(2006)132:6(575)","title":"Clear Water Local Scour by Submerged Three-Dimensional Wall Jets: Effect of Tailwater Depth","year":2006,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":38,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Windsor","funders":"","keywords":"Tailwater; Froude number; Nozzle; Geotechnical engineering; Hydraulics; Scaling; Geology; Jet (fluid); Hydrology (agriculture); Flow (mathematics); Mechanics; Geometry; Mathematics; Physics; Thermodynamics","authors":[{"name":"Md Abdullah Al Faruque","is_ca":true},{"name":"Partha Sarathi","is_ca":true},{"name":"Ram Balachandar","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00237869097763878,"gpt":0.1728064837016797,"spread":0.1704277927240409,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000199048,0.0003933766,0.0003997693,0.0001665062,0.0002189739,0.0004043926,0.0001553697,0.0002597472,0.0007079671],"category_scores_gemma":[0.0006588013,0.0001422117,0.0003721965,0.0001527376,0.0004444515,0.0003723923,0.0005016744,0.0003702523,0.00009300818],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002844781,"about_ca_system_score_gemma":0.0001756159,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001970611,"about_ca_topic_score_gemma":0.00176798,"domain_scores_codex":[0.9998482,0.00002395679,0.00001058568,0.00002022253,0.00005078255,0.00004622128],"domain_scores_gemma":[0.9994824,0.0002290322,0.0001076633,0.0000384592,0.00005278517,0.00008961394],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0008472792,0.00005168415,0.003957055,0.00008909454,0.00002475584,0.0003011886,0.00007196925,0.003399492,0.9861578,0.00002531793,0.00002236184,0.005051949],"study_design_scores_gemma":[0.0001205876,0.003157312,0.04596382,0.00001341745,0.00006533476,0.0002214322,0.0002712103,0.02113629,0.9286085,0.0000631837,0.0003414408,0.00003753119],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9988978,0.000158579,0.0007699723,0.000006971696,0.000004633003,0.000006578825,0.00001478988,0.00001432927,0.0001262902],"genre_scores_gemma":[0.9993657,0.0001324854,0.0002949628,0.00000749064,0.000003312028,0.000002632975,0.00002061037,0.0000041504,0.0001685549],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001970611,"threshold_uncertainty_score":0.003918231,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2164957048","doi":"10.1061/(asce)0733-9429(2002)128:11(969)","title":"Effect of Applying Different Distribution Shapes for Velocities and Pressure on Simulation of Curved Open Channels","year":2002,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"University of Alberta","keywords":"Curvature; Open-channel flow; Mechanics; Geometry; Transverse plane; Flow (mathematics); Hydrostatic equilibrium; Streamlines, streaklines, and pathlines; Quadratic equation; Energy–depth relationship in a rectangular channel; Finite element method; Galerkin method; Distribution (mathematics); Channel (broadcasting); Mathematics; Mathematical analysis; Physics; Structural engineering; Chézy formula","authors":[{"name":"Haitham Ghamry","is_ca":true},{"name":"P. M. Steffler","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01201888078337405,"gpt":0.2373079290453857,"spread":0.2252890482620116,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001141713,0.000798596,0.0006787705,0.000581149,0.0004837915,0.0007908639,0.0008407203,0.001048191,0.0005778695],"category_scores_gemma":[0.005143338,0.000533987,0.0006092849,0.0006763667,0.0009927772,0.0007051243,0.001097541,0.0006923589,0.0001072542],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005179116,"about_ca_system_score_gemma":0.000711532,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003906175,"about_ca_topic_score_gemma":0.002747597,"domain_scores_codex":[0.9994228,0.0002195764,0.00005771694,0.00005848614,0.000147651,0.00009385842],"domain_scores_gemma":[0.9959274,0.002696047,0.0003437258,0.0003522684,0.0004684762,0.0002121367],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0003478034,0.00009417297,0.002591601,0.00004765445,0.00002201676,0.0001484278,0.0001214873,0.9763646,0.01382695,0.0004647903,0.00007674579,0.00589377],"study_design_scores_gemma":[0.00003868501,0.0002879402,0.0008929532,0.00001189978,0.00002311914,0.00003697046,0.000075383,0.9802981,0.01789243,0.0002051901,0.0002091587,0.00002814617],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.970646,0.0001152473,0.02697389,0.00008925113,0.00002904887,0.00006335852,0.00007701056,0.0004053482,0.00160084],"genre_scores_gemma":[0.9865587,0.0001011319,0.01288052,0.00003155167,0.000003657886,0.00003935652,0.00005586285,0.00004908622,0.0002801159],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003906175,"threshold_uncertainty_score":0.007766902,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2045407192","doi":"10.1061/(asce)hy.1943-7900.0000462","title":"Reattached Turbulent Submerged Offset Jets on Rough Beds with Shallow Tailwater","year":2011,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":35,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Tailwater; Turbulence; Hydraulic roughness; Geology; Offset (computer science); Hydraulic jump; Mechanics; Geotechnical engineering; Shear stress; Surface finish; Jet (fluid); Flow (mathematics); Physics; Materials science","authors":[{"name":"Faruk Bhuiyan","is_ca":true},{"name":"Alireza Habibzadeh","is_ca":true},{"name":"N. Rajaratnam","is_ca":true},{"name":"David Z. Zhu","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01304197227545127,"gpt":0.1881263118593613,"spread":0.17508433958391,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001433331,0.0002129826,0.0003641647,0.000282501,0.0002110939,0.0004352904,0.0001321764,0.0001523434,0.0003699776],"category_scores_gemma":[0.000422927,0.0001411402,0.0002050747,0.0001951188,0.0003271848,0.0002878335,0.0002687943,0.0001932017,0.00005320922],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002460833,"about_ca_system_score_gemma":0.0001650316,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001608593,"about_ca_topic_score_gemma":0.002114299,"domain_scores_codex":[0.9998759,0.00001068904,0.000008159646,0.00002322391,0.00004264843,0.00003944112],"domain_scores_gemma":[0.999726,0.00007049026,0.00009641833,0.00002042519,0.00003999584,0.00004666418],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.001287896,0.0001513307,0.1456271,0.0001169983,0.00005867848,0.00138785,0.0003624948,0.02148565,0.806397,0.0002539734,0.00005064275,0.02282049],"study_design_scores_gemma":[0.0000836215,0.001607624,0.756645,0.00002266834,0.0001160751,0.0004041542,0.0006840281,0.0734937,0.1662368,0.0002135553,0.0004270657,0.00006570434],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9994654,0.00002371209,0.0004405925,8.765274e-7,0.000001011805,0.000001449634,0.000005560833,0.000004871039,0.00005653762],"genre_scores_gemma":[0.9996021,0.00001938118,0.0002912454,0.000001300912,0.000001095349,0.000001095189,0.00002095955,0.000001495655,0.00006132213],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001608593,"threshold_uncertainty_score":0.003198504,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4205313859","doi":"10.1061/(asce)hy.1943-7900.0001967","title":"Novel Riprap Structure for Improved Bridge Pier Scour Protection","year":2022,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":35,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa","funders":"","keywords":"Riprap; Bridge scour; Pier; Countermeasure; Geotechnical engineering; Flow (mathematics); Flow conditions; Weir; Engineering; Geology; Civil engineering","authors":[{"name":"Christopher Valela","is_ca":true},{"name":"Colin Whittaker","is_ca":false},{"name":"Colin D. Rennie","is_ca":true},{"name":"Ioan Nistor","is_ca":true},{"name":"Bruce W. Melville","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009321458596661293,"gpt":0.2029461677018019,"spread":0.1936247091051406,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001683624,0.0005907062,0.0003141255,0.000584172,0.0002183424,0.0003575052,0.0008836616,0.0006879898,0.002336545],"category_scores_gemma":[0.0004308759,0.0003545543,0.0003052546,0.0002361788,0.0002635814,0.0006308224,0.0005209652,0.0004972742,0.00100369],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002178414,"about_ca_system_score_gemma":0.000294685,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002547848,"about_ca_topic_score_gemma":0.0005948339,"domain_scores_codex":[0.9997306,0.00001944034,0.00001371625,0.00005750426,0.0001371896,0.00004156862],"domain_scores_gemma":[0.9995775,0.00003793978,0.0001187399,0.00006093795,0.0001526946,0.00005229861],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002517856,0.0001041249,0.001306612,0.0003599043,0.00002645816,0.0006253854,0.00009409349,0.00547897,0.9178647,0.001850902,0.001681747,0.07035533],"study_design_scores_gemma":[0.0001171383,0.002973371,0.009724817,0.00007654155,0.0001672895,0.001765276,0.0001775166,0.06623489,0.8746508,0.0006198722,0.04336706,0.0001254472],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7700647,0.00193,0.2089409,0.0003642618,0.0004698994,0.0001939845,0.0002902938,0.002705294,0.01504072],"genre_scores_gemma":[0.9237737,0.0004501029,0.06801428,0.0001504793,0.000053013,0.00006350729,0.0001699229,0.00009927992,0.007225741],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002336545,"threshold_uncertainty_score":0.007816494,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1974662765","doi":"10.1061/(asce)0733-9429(2002)128:1(40)","title":"Stability and Erosion in Grassed Channels","year":2002,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":34,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"","keywords":"Erosion; Channel (broadcasting); Context (archaeology); Geotechnical engineering; Erosion control; Environmental science; Hydrology (agriculture); Geology; Engineering; Geomorphology; Telecommunications","authors":[{"name":"Jamal Mohammad Vali Samani","is_ca":false},{"name":"N. Kouwen","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01181291384120945,"gpt":0.1895600474779827,"spread":0.1777471336367733,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002307424,0.0001216058,0.000151154,0.0005575159,0.0002430414,0.0004792465,0.0001054252,0.0001718687,0.0008123143],"category_scores_gemma":[0.00107117,0.00009212118,0.0001230766,0.0004175398,0.0004721473,0.0003748612,0.0003548422,0.0001369558,0.00007234163],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002697406,"about_ca_system_score_gemma":0.0001157453,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001119744,"about_ca_topic_score_gemma":0.001040185,"domain_scores_codex":[0.9998525,0.0000228444,0.000008585609,0.00003314749,0.00005894962,0.00002383043],"domain_scores_gemma":[0.9995988,0.0001005997,0.0001748668,0.00002309958,0.00004755985,0.00005521024],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.00236795,0.0001634306,0.3536756,0.0002732957,0.0001798711,0.001905122,0.00120221,0.131035,0.3689345,0.01032314,0.0004860233,0.1294537],"study_design_scores_gemma":[0.00004060979,0.0004857124,0.8330032,0.00002587329,0.00005054607,0.0009874654,0.0003784639,0.1142669,0.03590005,0.0132116,0.001591202,0.00005846182],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9962208,0.0004062342,0.002477775,0.00001662874,0.000003255041,0.000003280492,0.00003568346,0.000009909724,0.0008265345],"genre_scores_gemma":[0.9995025,0.0000560993,0.0002733985,0.000001573152,0.00000258473,7.796561e-7,0.0000146937,0.00000150752,0.0001467517],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001119744,"threshold_uncertainty_score":0.002717495,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2045844429","doi":"10.1061/(asce)0733-9429(2005)131:6(467)","title":"Mathematical Modeling of Meandering Channels with a Generalized Depth Averaged Model","year":2005,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":32,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Regina","funders":"Matsumae International Foundation","keywords":"Curvilinear coordinates; Skewness; Channel (broadcasting); Geometry; Surface (topology); Grid; Geology; Open-channel flow; Simple (philosophy); Mechanics; Mathematics; Flow (mathematics); Computer science; Physics; Statistics; Telecommunications","authors":[{"name":"Amir Reza Zarrati","is_ca":true},{"name":"Naoto Tamai","is_ca":true},{"name":"Yee‐Chung Jin","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01248568598949617,"gpt":0.2071073524189193,"spread":0.1946216664294232,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002384094,0.0004998604,0.0005957698,0.00058092,0.0004311366,0.001123739,0.001545084,0.0009255242,0.001084381],"category_scores_gemma":[0.0007664001,0.0003748104,0.0007069595,0.0006414204,0.0006428135,0.001177286,0.0005878323,0.0006699784,0.0002429258],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009260191,"about_ca_system_score_gemma":0.001143675,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01280448,"about_ca_topic_score_gemma":0.007180011,"domain_scores_codex":[0.9998376,0.00003180255,0.00001045181,0.00004469115,0.00004730182,0.00002805278],"domain_scores_gemma":[0.9997562,0.00007474014,0.00005309593,0.00002436386,0.00006314167,0.00002845494],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000008018568,0.000006264564,0.0004336523,0.00001216384,0.000006614288,0.00004799908,0.00002318956,0.9841067,0.001773098,0.01126481,0.0001411239,0.002176374],"study_design_scores_gemma":[0.000002516093,0.000005903723,0.0001361109,0.000001386027,0.000003019479,0.00001427363,0.000003451005,0.997674,0.0001197107,0.001659737,0.000375821,0.000003992012],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1061025,0.0004815708,0.8826358,0.0003428675,0.00008182656,0.00006106473,0.000529442,0.0006320896,0.009132857],"genre_scores_gemma":[0.9232649,0.0007527333,0.06599735,0.00009255516,0.00006465163,0.0001840233,0.0002773827,0.0001437588,0.009222783],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01280448,"threshold_uncertainty_score":0.02545989,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3020932405","doi":"10.1061/(asce)hy.1943-7900.0001773","title":"Expulsion of Entrapped Air in a Rapidly Filling Horizontal Pipe","year":2020,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Water Systems and Optimization","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"Fundamental Research Funds for the Central Universities; Javna Agencija za Raziskovalno Dejavnost RS; Fok Ying Tong Education Foundation; National Natural Science Foundation of China","keywords":"Body orifice; Water hammer; Mechanics; Volume (thermodynamics); Secondary air injection; Airflow; Outflow; Inlet; Oscillation (cell signaling); Materials science; Geology; Meteorology; Thermodynamics; Chemistry; Physics; Engineering","authors":[{"name":"Ling Zhou","is_ca":false},{"name":"Yun Cao","is_ca":false},{"name":"Bryan Karney","is_ca":true},{"name":"Anton Bergant","is_ca":false},{"name":"Arris S. Tijsseling","is_ca":false},{"name":"Deyou Liu","is_ca":false},{"name":"Pei Wang","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006533078731049024,"gpt":0.1710531130332866,"spread":0.1645200343022376,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002320771,0.0002225663,0.0003857597,0.0001409465,0.0002479689,0.000278525,0.0004148394,0.0003567412,0.0005791056],"category_scores_gemma":[0.0004824324,0.0001799491,0.000207783,0.0001035912,0.0005185187,0.0003887793,0.0004358187,0.0003261847,0.000138624],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000300127,"about_ca_system_score_gemma":0.0002287984,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000706407,"about_ca_topic_score_gemma":0.0005051782,"domain_scores_codex":[0.9998595,0.00001452933,0.000006113879,0.0000308969,0.00004654374,0.00004252612],"domain_scores_gemma":[0.999737,0.0001075718,0.00006401831,0.00002260611,0.00003182696,0.00003704877],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001374424,0.00003585344,0.002210557,0.00009279883,0.00000994244,0.000630459,0.0001873287,0.004739249,0.9872698,0.0002134808,0.00008944092,0.004383795],"study_design_scores_gemma":[0.00005600544,0.001558471,0.01648963,0.00002130267,0.00002188581,0.0002852272,0.0002535791,0.2073178,0.772352,0.0002601619,0.001341532,0.00004229895],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9960573,0.0000749859,0.003491796,0.00002955232,0.000008127933,0.0000104253,0.00002697804,0.0001091234,0.0001918839],"genre_scores_gemma":[0.9985398,0.00003537921,0.001079619,0.00000809698,0.000003056015,0.000007816283,0.00002167966,0.000006754727,0.0002977313],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.000706407,"threshold_uncertainty_score":0.002177536,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}