{"meta":{"query_hash":"809e91885f28","filters":{"venue":"ISH Journal of Hydraulic Engineering"},"cohort_total":5,"direct_labels_cover":0,"predictions_cover":5,"exported":5,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/809e91885f28","api":"https://metacan.xera.ac/api/v1/cohort?venue=ISH+Journal+of+Hydraulic+Engineering"},"results":[{"id":"W3130072063","doi":"10.1080/09715010.2021.1885508","title":"Experimental analysis of multi-horizontal submerged jets energy dissipater","year":2021,"lang":"en","type":"article","venue":"ISH Journal of Hydraulic Engineering","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor; Université du Québec à Rimouski","funders":"Shahid Chamran University of Ahvaz","keywords":"Turbulence; Reynolds stress; Turbulence kinetic energy; Shear stress; Mechanics; Geology; Reynolds number; Vortex; Geotechnical engineering; Dissipation; Vorticity; Jet (fluid); Hydraulic jump; Flow (mathematics); Physics","score_opus":0.008116338321328982,"score_gpt":0.21696606950187697,"score_spread":0.20884973118054798,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3130072063","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95063674,0.007130533,0.04060569,0.00002000671,0.0010687578,0.000024994632,0.000014464661,0.00006690678,0.0004319287],"genre_scores_gemma":[0.99717724,0.0001193758,0.0024061657,0.000019580359,0.00018157068,0.0000024776375,0.000012629124,0.000046412402,0.000034542583],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99847424,0.000024429362,0.00070931297,0.00014425148,0.00033709264,0.0003106807],"domain_scores_gemma":[0.99934226,0.00003382247,0.00011096583,0.00022183641,0.0001026859,0.00018844067],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011500912,0.0002470123,0.0006573865,0.00046468058,0.000025905094,0.00003261123,0.00022261724,0.00010705734,0.00020018006],"category_scores_gemma":[0.00004217793,0.00023760529,0.00046933786,0.00068833213,0.000021159109,0.00020949358,0.00003863974,0.00023928852,0.0000011816642],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008686363,0.000047946975,0.0002924671,0.00003069604,0.0015815744,0.00027839845,0.00048054307,0.5873925,0.4082534,0.000058317342,0.0001834926,0.00139194],"study_design_scores_gemma":[0.00067797955,0.000058773698,0.007156698,0.000064777414,0.00044698693,0.00019363961,0.00015880223,0.27798283,0.7092342,0.0000042102965,0.0036953366,0.00032577422],"about_ca_topic_score_codex":0.000015909589,"about_ca_topic_score_gemma":0.00001876504,"teacher_disagreement_score":0.30940968,"about_ca_system_score_codex":0.000084845764,"about_ca_system_score_gemma":0.000027458782,"threshold_uncertainty_score":0.96892625},"labels":[],"label_agreement":null},{"id":"W3215079237","doi":"10.1080/09715010.2021.1985638","title":"The change process and influencing factors of channel connectivity in Jingjiang River from 1955-2015","year":2021,"lang":"en","type":"article","venue":"ISH Journal of Hydraulic Engineering","topic":"Hydrology and Watershed Management Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"International Development Research Centre","funders":"National Natural Science Foundation of China","keywords":"Channel (broadcasting); Drainage basin; Sediment; Analytic hierarchy process; Hydrology (agriculture); Environmental science; Erosion; Fluvial; Structural basin; River regime; Yangtze river; Geology; Geomorphology; Computer science; Geography; Operations research; Geotechnical engineering; Mathematics; Cartography; Telecommunications","score_opus":0.011418879730847575,"score_gpt":0.21834927113496178,"score_spread":0.2069303914041142,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3215079237","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978792,0.001206686,0.00022844874,0.00038260227,0.00012894765,0.00004642876,0.0000012186356,0.000004816711,0.00012162667],"genre_scores_gemma":[0.99959636,0.000239238,0.000058139787,0.000055201403,0.00003627372,0.0000022124268,3.2195373e-7,0.0000057841685,0.000006459078],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9993879,0.000024134759,0.00019939891,0.00009545639,0.0001378674,0.00015523519],"domain_scores_gemma":[0.9996561,0.00012026918,0.00010780198,0.00006700398,0.0000118006465,0.000037022535],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026204475,0.00008534997,0.00017188408,0.000039505943,0.000056161083,0.000010498896,0.00010629322,0.000032895863,0.000012453597],"category_scores_gemma":[0.00012343348,0.00006302063,0.000030536303,0.00013009027,0.000068027155,0.00027171022,0.0001192496,0.00015703082,0.0000011214682],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035800058,0.0000831328,0.80921763,0.00008113791,0.00022545065,0.000250422,0.026924074,0.1529043,0.007318436,0.000023869374,0.0001409907,0.002794777],"study_design_scores_gemma":[0.00046377824,0.00004976476,0.9824701,0.0001425094,0.00003271813,0.000017865414,0.0009994617,0.00559594,0.008806869,0.00045826213,0.0008217747,0.0001409626],"about_ca_topic_score_codex":0.0001679274,"about_ca_topic_score_gemma":0.000104148545,"teacher_disagreement_score":0.1732525,"about_ca_system_score_codex":0.000038879483,"about_ca_system_score_gemma":0.0000041608523,"threshold_uncertainty_score":0.25699064},"labels":[],"label_agreement":null},{"id":"W4390875116","doi":"10.1080/09715010.2024.2302805","title":"Free flow over and under cylindrical weir-gates with a flow extender","year":2024,"lang":"en","type":"article","venue":"ISH Journal of Hydraulic Engineering","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Weir; Discharge coefficient; Streamlines, streaklines, and pathlines; Mechanics; Materials science; Reynolds number; Cylinder; Flow (mathematics); Turbulence; Vortex; Turbulence kinetic energy; Geometry; Physics; Nozzle; Mathematics; Thermodynamics","score_opus":0.004315335946165079,"score_gpt":0.1919680676365656,"score_spread":0.18765273169040053,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390875116","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6462268,0.033958673,0.3131232,0.00085776724,0.0027399003,0.00020074571,0.00003652712,0.00072480994,0.0021315543],"genre_scores_gemma":[0.9879859,0.00032546953,0.010804146,0.00007461788,0.00066778244,0.0000033665535,0.0000020992197,0.000096785865,0.00003980627],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99867016,0.000011676441,0.00040089732,0.00018320853,0.00036187808,0.00037219227],"domain_scores_gemma":[0.9993661,0.00012030023,0.000029676881,0.00020900201,0.000041464948,0.00023347815],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001644144,0.00030979817,0.00037436542,0.00028983696,0.00003574113,0.0001823594,0.0002280663,0.00013174872,0.00010548263],"category_scores_gemma":[0.000038657465,0.00023779599,0.00011796512,0.0002655666,0.000037521484,0.00038514598,0.000041425734,0.0006694197,0.0000049552873],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013704467,0.000008518033,0.00003852638,0.00022564342,0.0003513892,0.0005601505,0.0005758901,0.9832403,0.0022219433,0.00021382795,0.0031284508,0.009421628],"study_design_scores_gemma":[0.0006693321,0.00011421159,0.0026679384,0.00045829342,0.00009981888,0.0021236606,0.000041144405,0.9664943,0.0010570675,0.00048346908,0.025399907,0.00039080708],"about_ca_topic_score_codex":0.0000037199163,"about_ca_topic_score_gemma":0.0000060702237,"teacher_disagreement_score":0.34175912,"about_ca_system_score_codex":0.00007743465,"about_ca_system_score_gemma":0.000035701618,"threshold_uncertainty_score":0.96970385},"labels":[],"label_agreement":null},{"id":"W4408306282","doi":"10.1080/09715010.2025.2471339","title":"Experimental and numerical studies on the hydraulics of stepped spillways with baffle walls and blocks","year":2025,"lang":"en","type":"article","venue":"ISH Journal of Hydraulic Engineering","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Baffle; Hydraulics; Geology; Geotechnical engineering; Culvert; Mechanics; Engineering; Mechanical engineering; Physics; Aerospace engineering","score_opus":0.007901430551125967,"score_gpt":0.22559154025609723,"score_spread":0.21769010970497127,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408306282","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9842023,0.009346464,0.004366381,0.00027662033,0.00034609603,0.0001251151,0.0000020143286,0.00004380412,0.0012911726],"genre_scores_gemma":[0.99870574,0.00020345736,0.0008607799,0.00009840245,0.00008084024,0.0000046519863,2.5205557e-7,0.000024723888,0.000021148218],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998994,0.00001784851,0.00042767465,0.00012129065,0.00022930972,0.00020989077],"domain_scores_gemma":[0.9993832,0.00023904501,0.0000854816,0.00015284891,0.00005552816,0.000083862906],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019768023,0.0002349694,0.00044107746,0.00017124083,0.00005408118,0.00003319987,0.00015762883,0.00006410066,0.0000058361456],"category_scores_gemma":[0.00008270868,0.00015129369,0.00005945412,0.00019494737,0.0000828435,0.000100712816,0.000048155925,0.00033715626,3.027018e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014079564,0.00008067896,0.00055283343,0.00042495652,0.0015897745,0.00013920756,0.0049298247,0.8726484,0.107900895,0.002298296,0.0022819154,0.007012375],"study_design_scores_gemma":[0.0040487587,0.0016624802,0.008363919,0.0024264879,0.00037264172,0.00096028653,0.0046915878,0.22306214,0.7437244,0.00037025154,0.009251339,0.001065675],"about_ca_topic_score_codex":0.0000026048185,"about_ca_topic_score_gemma":0.0000010064603,"teacher_disagreement_score":0.6495863,"about_ca_system_score_codex":0.000049045037,"about_ca_system_score_gemma":0.000019076477,"threshold_uncertainty_score":0.6169577},"labels":[],"label_agreement":null},{"id":"W4413770348","doi":"10.1080/09715010.2025.2531553","title":"Modelling of groundwater flow in Indira Sagar canal command at central India","year":2025,"lang":"en","type":"article","venue":"ISH Journal of Hydraulic Engineering","topic":"Groundwater flow and contamination studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"","keywords":"Groundwater flow; Groundwater; Flow (mathematics); Hydrology (agriculture); Environmental science; Geology; Geotechnical engineering; Aquifer; Mathematics","score_opus":0.008118324929791917,"score_gpt":0.1896705770904736,"score_spread":0.1815522521606817,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413770348","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9211054,0.00025809524,0.077662714,0.00009366182,0.00021936769,0.0000475001,0.0000012171078,0.000005031415,0.00060700864],"genre_scores_gemma":[0.99852806,0.000039454306,0.0010084228,0.000053085365,0.000026416643,0.0000016125023,0.0000010586235,0.0000069575167,0.00033492123],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99902207,0.000017652188,0.00041267858,0.00009226659,0.00022346001,0.00023186134],"domain_scores_gemma":[0.9997237,0.000035730314,0.0000967197,0.000077900004,0.000013875686,0.000052072373],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002196103,0.000107757434,0.00023320723,0.00015591955,0.000037616173,0.000016535032,0.00017110888,0.000041665986,0.00008162433],"category_scores_gemma":[0.00001086323,0.000096361924,0.00006687273,0.00020439278,0.00003287483,0.00019857072,0.00010905593,0.00017059137,0.000004145147],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016060449,0.00003608841,0.08877412,0.00002270966,0.00004433054,0.000029984321,0.0012257815,0.90521914,0.0012322828,0.000013616917,0.0002451918,0.0031406728],"study_design_scores_gemma":[0.002104254,0.00013306229,0.5553014,0.00044101794,0.00007892453,0.00009389228,0.00030659864,0.41325197,0.011200582,0.00009844447,0.016601276,0.00038853122],"about_ca_topic_score_codex":0.0003356101,"about_ca_topic_score_gemma":0.0002302227,"teacher_disagreement_score":0.49196717,"about_ca_system_score_codex":0.00030284474,"about_ca_system_score_gemma":0.000011133251,"threshold_uncertainty_score":0.39295253},"labels":[],"label_agreement":null}]}