{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":24,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":24,"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":"bdb21bdd846e","filters":{"venue":"Journal of Hydrology and Hydromechanics"}},"results":[{"id":"W2560340449","doi":"10.1515/johh-2016-0044","title":"Turbulence characteristics of flow in an open channel with temporally varying mobile bedforms","year":2016,"lang":"en","type":"article","venue":"Journal of Hydrology and Hydromechanics","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":40,"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":"Bedform; Turbulence; Geology; Mechanics; Reynolds stress; Skewness; Turbulence kinetic energy; Open-channel flow; Geometry; Physics; Geomorphology; Mathematics; Sediment transport; Statistics","authors":[{"name":"Prashanth Reddy Hanmaiahgari","is_ca":false},{"name":"Vesselina Roussinova","is_ca":true},{"name":"Ram Balachandar","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009752485954596803,"gpt":0.2275621693447187,"spread":0.2178096833901219,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001092715,0.0001031551,0.0001269032,0.0004450419,0.0001681282,0.0002482836,0.00008858326,0.0001099973,0.000252248],"category_scores_gemma":[0.0002150201,0.00007678712,0.0001129849,0.0002961301,0.0003318118,0.000166909,0.0001325533,0.00008763745,0.00002667629],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002700203,"about_ca_system_score_gemma":0.000172673,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003333648,"about_ca_topic_score_gemma":0.003195817,"domain_scores_codex":[0.9999466,0.000005775455,0.000003194233,0.00001138722,0.00001464621,0.00001836725],"domain_scores_gemma":[0.9998634,0.00004748546,0.00002980169,0.000006203145,0.00002431703,0.00002875297],"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":[0.001547803,0.0003693903,0.3149943,0.00009292969,0.00006822894,0.001012422,0.0005203686,0.03391352,0.6252365,0.0008233754,0.0001957685,0.0212255],"study_design_scores_gemma":[0.00002853922,0.0004204407,0.9089861,0.000006332484,0.00002468853,0.0001584359,0.0002443388,0.06257543,0.02710858,0.0001805353,0.0002382862,0.00002822445],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9995316,0.00001171697,0.0003597342,0.000001414687,8.932465e-7,0.000001624717,0.00002298468,0.000005713172,0.00006431218],"genre_scores_gemma":[0.9997626,0.000007529683,0.0001560804,8.033476e-7,7.968413e-7,0.000001363877,0.00002799413,6.796305e-7,0.00004215309],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003333648,"threshold_uncertainty_score":0.006628513,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1452442033","doi":"10.1515/johh-2015-0012","title":"Optimal parameters for the Green-Ampt infiltration model under rainfall conditions","year":2015,"lang":"en","type":"article","venue":"Journal of Hydrology and Hydromechanics","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Ministry of Forests","funders":"U.S. Army Corps of Engineers; Recruitment Program of Global Experts; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior","keywords":"Infiltration (HVAC); Richards equation; Mathematics; Soil science; Soil water; Characterisation of pore space in soil; Mathematical optimization; Hydrology (agriculture); Environmental science; Geotechnical engineering; Geology; Porosity; Meteorology","authors":[{"name":"Li Chen","is_ca":false},{"name":"Long Xiang","is_ca":false},{"name":"Michael H. Young","is_ca":false},{"name":"Jun Yin","is_ca":true},{"name":"Zhongbo Yu","is_ca":false},{"name":"Martinus Th. van Genuchten","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03143272679016521,"gpt":0.2436056302140822,"spread":0.212172903423917,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006434118,0.0005333532,0.0005944422,0.0005112828,0.000350618,0.0009261219,0.0007827712,0.001406892,0.001463047],"category_scores_gemma":[0.002080617,0.0002748393,0.0005356429,0.0003668152,0.0005844713,0.0006711691,0.0005662169,0.0007310009,0.0002032222],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007749338,"about_ca_system_score_gemma":0.001158204,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008852378,"about_ca_topic_score_gemma":0.005927118,"domain_scores_codex":[0.9998318,0.00004965283,0.000009958742,0.0000341578,0.0000254991,0.00004886071],"domain_scores_gemma":[0.9995151,0.0002743987,0.00006112091,0.00002240811,0.00009617467,0.00003081894],"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":[0.00002231683,0.00001400402,0.0006472821,0.0000154439,0.000004169413,0.00002710693,0.00001127619,0.9963306,0.0008788439,0.0005786077,0.00009913581,0.001371257],"study_design_scores_gemma":[0.00001267486,0.00001542776,0.0002727084,0.000008045365,0.000007092578,0.000006664527,0.00001626914,0.9981831,0.0006922627,0.0006120673,0.0001670187,0.000006677556],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7790789,0.0003968178,0.2058053,0.0005009692,0.00006237975,0.0001727565,0.0007905362,0.0006939391,0.01249833],"genre_scores_gemma":[0.9911399,0.00005126429,0.008117856,0.00002589209,0.000002842623,0.00007465244,0.0001195326,0.00002945835,0.0004385262],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.008852378,"threshold_uncertainty_score":0.01760167,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3005586280","doi":"10.2478/johh-2019-0029","title":"Velocity profiles and turbulence intensities around side-by-side bridge piers under ice-covered flow condition","year":2020,"lang":"en","type":"article","venue":"Journal of Hydrology and Hydromechanics","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 Northern British Columbia","funders":"","keywords":"Pier; Turbulence; Geology; Flow (mathematics); Geotechnical engineering; Flow velocity; Bridge scour; Mechanics; Acoustic Doppler velocimetry; Structural engineering; Engineering; Laser Doppler velocimetry; Physics","authors":[{"name":"Mohammad Reza Namaee","is_ca":true},{"name":"Jueyi Sui","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01291114844538229,"gpt":0.215496302050446,"spread":0.2025851536050637,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007994958,0.0001841038,0.0001813593,0.0004112226,0.000184946,0.0002134276,0.0001030646,0.0001336544,0.0008603287],"category_scores_gemma":[0.0001929501,0.00008482471,0.0001712105,0.0002223593,0.0002232533,0.0001777243,0.0002187623,0.0001617021,0.0000894606],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001209259,"about_ca_system_score_gemma":0.0001374518,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002135276,"about_ca_topic_score_gemma":0.001771057,"domain_scores_codex":[0.999928,0.000003886418,0.000003342406,0.00001503424,0.00002309588,0.00002659798],"domain_scores_gemma":[0.999884,0.00001396366,0.00003109915,0.000006894567,0.00002737026,0.00003664093],"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":[0.0009269518,0.0001914945,0.1933688,0.00004863656,0.00004842916,0.0009181318,0.0005234127,0.008051009,0.7813035,0.0002112086,0.0001824086,0.0142261],"study_design_scores_gemma":[0.00001818571,0.0005211256,0.9167924,0.000006886356,0.0000253379,0.0001746675,0.0005662374,0.02391605,0.05765471,0.00008340008,0.0002154806,0.00002556245],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9995763,0.000007671814,0.0002864581,0.000002148779,0.000001525293,0.000001581861,0.00003397223,0.000005950767,0.00008439442],"genre_scores_gemma":[0.9995669,0.00001151523,0.000175505,0.000001735869,0.000001224231,0.000002132067,0.0001037048,0.000001232017,0.0001361798],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002135276,"threshold_uncertainty_score":0.004245698,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2738352050","doi":"10.1515/johh-2017-0017","title":"Mapping topsoil field-saturated hydraulic conductivity from point measurements using different methods","year":2017,"lang":"en","type":"article","venue":"Journal of Hydrology and Hydromechanics","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"Bureau de Recherches Géologiques et Minières; Agence Nationale de la Recherche","keywords":"Hydraulic conductivity; Infiltration (HVAC); Topsoil; Soil science; Surface runoff; Land cover; Soil map; Pedotransfer function; Hydrology (agriculture); Geology; Remote sensing; Environmental science; Geotechnical engineering; Soil water; Land use; Geography; Engineering","authors":[{"name":"Isabelle Braud","is_ca":false},{"name":"Jean‐François Desprats","is_ca":false},{"name":"Pierre-Alain Ayral","is_ca":false},{"name":"Christophe Bouvier","is_ca":false},{"name":"Jean‐Pierre Vandervaere","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.05926844041757511,"gpt":0.2986174554254326,"spread":0.2393490150078574,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005192378,0.0004905412,0.0004013019,0.002541703,0.00016398,0.0006155426,0.0004369996,0.0004623417,0.0005523994],"category_scores_gemma":[0.0007968408,0.0001773698,0.000458385,0.002095376,0.0001924597,0.0004862111,0.0003578388,0.0002009628,0.0003270881],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000371971,"about_ca_system_score_gemma":0.0002458725,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007290313,"about_ca_topic_score_gemma":0.01096832,"domain_scores_codex":[0.9995203,0.00008936795,0.00002333631,0.0001759225,0.0001423724,0.00004863241],"domain_scores_gemma":[0.9994486,0.0001535052,0.000101765,0.00008028312,0.0001750373,0.00004084257],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0006918125,0.0003746211,0.4466517,0.0005247436,0.0004092323,0.0005153814,0.00155118,0.04653077,0.2756091,0.0002106145,0.0006740775,0.2262568],"study_design_scores_gemma":[0.00004959176,0.0003547698,0.887023,0.00004895985,0.0001129725,0.000293642,0.0006062045,0.06532986,0.04397435,0.0002534585,0.001840387,0.0001128502],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9852643,0.000110837,0.01248234,0.000009614327,0.000005673973,0.00003353094,0.0009914796,0.0002698914,0.0008324281],"genre_scores_gemma":[0.9867286,0.00006844026,0.01207646,0.00000514698,0.000005895641,0.00005720143,0.0008231819,0.00001528598,0.0002198362],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007290313,"threshold_uncertainty_score":0.01449573,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2954146445","doi":"10.2478/johh-2019-0010","title":"Impact of armour layer on the depth of scour hole around side-by-side bridge piers under ice-covered flow condition","year":2019,"lang":"en","type":"article","venue":"Journal of Hydrology and Hydromechanics","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":22,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Northern British Columbia","funders":"","keywords":"Froude number; Pier; Flume; Geotechnical engineering; Bridge scour; Armour; Flow (mathematics); Geology; Engineering; Structural engineering; Layer (electronics); Materials science; Mechanics; Composite material","authors":[{"name":"Mohammad Reza Namaee","is_ca":true},{"name":"Jueyi Sui","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01376201269715797,"gpt":0.2501049914277977,"spread":0.2363429787306397,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001668224,0.0002074944,0.00031456,0.000169399,0.0002520257,0.0002674104,0.0001437262,0.0001944394,0.0009559382],"category_scores_gemma":[0.0002640996,0.00009788187,0.0002367018,0.00007402208,0.0002986436,0.00023541,0.0003046182,0.0002250292,0.00007862301],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001941045,"about_ca_system_score_gemma":0.0001736746,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002435605,"about_ca_topic_score_gemma":0.004404125,"domain_scores_codex":[0.9998875,0.00001004057,0.000005532336,0.00002602041,0.00003559745,0.00003536019],"domain_scores_gemma":[0.9997866,0.00005669004,0.00005219728,0.00001824586,0.00004153422,0.00004479823],"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":[0.0007001807,0.0001097382,0.05821404,0.00007273162,0.00002994592,0.0003463781,0.0001368898,0.002691012,0.9318333,0.00002219969,0.00003605514,0.005807606],"study_design_scores_gemma":[0.00002526074,0.002604926,0.6970485,0.00001150268,0.00006046609,0.0001231284,0.0006440662,0.01253996,0.2865778,0.00004268761,0.0002970177,0.00002465671],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9997593,0.00001376917,0.0001295089,0.00000145657,0.000001135104,0.000002796547,0.00001856543,0.00000347376,0.00007009914],"genre_scores_gemma":[0.9996932,0.00001490363,0.000153018,0.000003075116,6.22414e-7,0.000002679441,0.0000291768,0.000001107443,0.0001021995],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002435605,"threshold_uncertainty_score":0.004842877,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2091310371","doi":"10.2478/v10098-011-0002-z","title":"Periodic structures of Great Lakes levels using wavelet analysis","year":2011,"lang":"en","type":"article","venue":"Journal of Hydrology and Hydromechanics","topic":"Hydrological Forecasting Using AI","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Continuous wavelet transform; Wavelet; Environmental science; Scale (ratio); Wavelet transform; Period (music); Hydrology (agriculture); Physical geography; Geology; Climatology; Geography; Discrete wavelet transform; Cartography","authors":[{"name":"Taner Mustafa Cengiz","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.04868294282715133,"gpt":0.2498413985697094,"spread":0.201158455742558,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000233896,0.0001518555,0.0001179238,0.001164669,0.0001620582,0.0005621199,0.0001118244,0.0001207602,0.0009200927],"category_scores_gemma":[0.0009730579,0.0001219944,0.0002325788,0.001289624,0.000207368,0.0003616949,0.00027536,0.0001883562,0.0001353958],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001703085,"about_ca_system_score_gemma":0.0001894212,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002630592,"about_ca_topic_score_gemma":0.002328548,"domain_scores_codex":[0.9999162,0.00001778487,0.000006844514,0.00001729654,0.00002664992,0.00001527974],"domain_scores_gemma":[0.9998109,0.00006961761,0.0000467268,0.00001873504,0.00004295734,0.00001113813],"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":[0.0004453166,0.00006756068,0.1299264,0.0002974807,0.0002522847,0.001126247,0.002064081,0.1140778,0.1311343,0.03476474,0.004085307,0.5817584],"study_design_scores_gemma":[0.00002730407,0.00008867321,0.4136292,0.00004373575,0.00008094325,0.0003169129,0.0005658594,0.5545072,0.007917725,0.01772716,0.005035621,0.00005970852],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8364302,0.0003648707,0.1570542,0.0001269109,0.00002102154,0.00003851549,0.0003957796,0.000155248,0.005413279],"genre_scores_gemma":[0.9667117,0.0002089904,0.03185337,0.000008287736,0.00001621248,0.00002417811,0.0003716075,0.00002298376,0.0007826227],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002630592,"threshold_uncertainty_score":0.005230546,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2567018897","doi":"10.1515/johh-2015-0040","title":"Impacts of bridge piers on the initiation of ice cover – an experimental study","year":2015,"lang":"en","type":"article","venue":"Journal of Hydrology and Hydromechanics","topic":"Arctic and Antarctic ice dynamics","field":"Earth and Planetary Sciences","cited_by":18,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Northern British Columbia; University of Regina","funders":"National Natural Science Foundation of China","keywords":"Pier; Geology; Cover (algebra); Front (military); Geotechnical engineering; Flow (mathematics); Flood myth; Environmental science; Hydrology (agriculture); Engineering; Structural engineering; Oceanography; Mechanics; Geography","authors":[{"name":"Jun Wang","is_ca":false},{"name":"Fa-yi Shi","is_ca":false},{"name":"Pang-pang Chen","is_ca":false},{"name":"Peng Wu","is_ca":true},{"name":"Jueyi Sui","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03048348688078898,"gpt":0.2603968977083013,"spread":0.2299134108275123,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003286422,0.0003773441,0.0003317135,0.0003010865,0.0004070224,0.0002602271,0.0002927523,0.0004604529,0.001789886],"category_scores_gemma":[0.0004401955,0.0001861871,0.0004242391,0.0001488084,0.000407767,0.0003397716,0.000433917,0.0006233485,0.0001707759],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002076673,"about_ca_system_score_gemma":0.0002630346,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006751991,"about_ca_topic_score_gemma":0.0009726745,"domain_scores_codex":[0.9997681,0.00002523127,0.00001532074,0.00006098195,0.00006038548,0.00006993557],"domain_scores_gemma":[0.9994679,0.0001542174,0.0001117237,0.00005510086,0.0001084556,0.0001026162],"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":[0.002007802,0.008001299,0.02114461,0.0001823359,0.00003815432,0.000715061,0.0004146376,0.003503837,0.9568734,0.0002628022,0.0001463944,0.006709604],"study_design_scores_gemma":[0.0002223027,0.08186211,0.0941729,0.00003524018,0.0001574774,0.0003486738,0.001273731,0.02465095,0.7956128,0.000262506,0.001328442,0.00007288055],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9994554,0.00001963062,0.0002598687,0.000003162639,0.000007527377,0.00003686368,0.0000363773,0.000002948741,0.0001783478],"genre_scores_gemma":[0.9981295,0.00009358485,0.0009190837,0.00001236874,0.00001074073,0.00007769008,0.00009630522,0.000002872284,0.0006577945],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001789886,"threshold_uncertainty_score":0.005987823,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2561077498","doi":"10.1515/johh-2016-0014","title":"The impact of bridge pier on ice jam evolution – an experimental study","year":2016,"lang":"en","type":"article","venue":"Journal of Hydrology and Hydromechanics","topic":"Arctic and Antarctic ice dynamics","field":"Earth and Planetary Sciences","cited_by":17,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Regina; University of Northern British Columbia","funders":"National Natural Science Foundation of China","keywords":"Pier; Flume; Bridge scour; Geology; Geotechnical engineering; Bridge (graph theory); Front (military); Engineering; Flow (mathematics); Structural engineering; Oceanography; Mechanics","authors":[{"name":"Jun Wang","is_ca":false},{"name":"Jian Hua","is_ca":false},{"name":"Jueyi Sui","is_ca":true},{"name":"Peng Wu","is_ca":true},{"name":"Tao Liu","is_ca":false},{"name":"Pang-pang Chen","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0126148351266355,"gpt":0.2601421517244911,"spread":0.2475273165978556,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002739078,0.0002897407,0.0002653585,0.0002700847,0.0004355494,0.0002533401,0.0003164414,0.0004052149,0.002448965],"category_scores_gemma":[0.0004058341,0.0001871116,0.000327153,0.0001515999,0.0004004559,0.0003657695,0.0005323386,0.0005964914,0.0002181305],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001525082,"about_ca_system_score_gemma":0.0002502631,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007075021,"about_ca_topic_score_gemma":0.0008816616,"domain_scores_codex":[0.9998202,0.00001768482,0.0000100344,0.00004183927,0.00004081172,0.00006959788],"domain_scores_gemma":[0.9995572,0.0001229582,0.00006666847,0.00006989968,0.00007957384,0.0001036277],"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":[0.001896,0.005936164,0.01355745,0.0001089772,0.00002404482,0.0004562475,0.0003897047,0.001933757,0.9684218,0.0002397948,0.0001408199,0.006895379],"study_design_scores_gemma":[0.0002899411,0.07240448,0.1349783,0.00003388659,0.0001370084,0.0004716626,0.001702137,0.0274805,0.7599345,0.0002694376,0.002199359,0.0000988108],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9994172,0.00001255803,0.0003225438,0.00000265747,0.000005113085,0.0000267422,0.00003457775,0.000004946196,0.0001736552],"genre_scores_gemma":[0.9981002,0.00005331044,0.0008846527,0.00001152502,0.000007856843,0.0000697038,0.0001048265,0.000004821452,0.0007631668],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002448965,"threshold_uncertainty_score":0.008192658,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2768168739","doi":"10.1515/johh-2017-0023","title":"Bedform characteristics in a gravel-bed river","year":2017,"lang":"en","type":"article","venue":"Journal of Hydrology and Hydromechanics","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":16,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Northern British Columbia","funders":"","keywords":"Bedform; Geology; Flow (mathematics); Geotechnical engineering; Geomorphology; Geometry; Mathematics; Sediment transport; Sediment","authors":[{"name":"Hossein Afzalimehr","is_ca":false},{"name":"Mohammadreza Maddahi","is_ca":false},{"name":"Jueyi Sui","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00928872863856756,"gpt":0.2283359561722111,"spread":0.2190472275336436,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001379278,0.0001543782,0.0001961265,0.0008671523,0.0001926831,0.0003086575,0.0001392024,0.0001465549,0.0005722119],"category_scores_gemma":[0.0004800052,0.0001315601,0.0001431232,0.0006057835,0.0001866875,0.0002048902,0.0001858033,0.00007463753,0.0001018898],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002465996,"about_ca_system_score_gemma":0.0001140844,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008216518,"about_ca_topic_score_gemma":0.01659714,"domain_scores_codex":[0.9999061,0.000009747382,0.000007732759,0.00002793531,0.00002987154,0.00001857246],"domain_scores_gemma":[0.9998193,0.00004691303,0.00004970892,0.00001437969,0.00004694252,0.00002278455],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0001319482,0.00004738605,0.9610776,0.00002161314,0.0000303764,0.0002218343,0.000317478,0.005931869,0.01503472,0.00007377456,0.00006211103,0.01704934],"study_design_scores_gemma":[0.000002026951,0.00005219121,0.9912621,0.000002397076,0.000005686117,0.00008395666,0.0002011478,0.007106109,0.001171882,0.0000246038,0.00008294911,0.00000497343],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9995727,0.000006055966,0.0002595336,8.06331e-7,2.880638e-7,0.000001887488,0.00004369792,0.000005125286,0.0001100113],"genre_scores_gemma":[0.9995475,0.000005553562,0.0002765551,9.485136e-7,2.792113e-7,0.000001578957,0.00009227548,9.62131e-7,0.00007432384],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.008216518,"threshold_uncertainty_score":0.01633739,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3189083225","doi":"10.2478/johh-2021-0014","title":"Local scour around a bridge pier under ice-jammed flow condition – an experimental study","year":2021,"lang":"en","type":"article","venue":"Journal of Hydrology and Hydromechanics","topic":"Arctic and Antarctic ice dynamics","field":"Earth and Planetary Sciences","cited_by":13,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto; University of Northern British Columbia","funders":"National Natural Science Foundation of China","keywords":"Pier; Froude number; Geology; Geotechnical engineering; Bridge scour; Flow (mathematics); Dimensionless quantity; Flow velocity; Mechanics; Engineering; Structural engineering","authors":[{"name":"Jun Wang","is_ca":false},{"name":"Zhixing Hou","is_ca":false},{"name":"Hongjian Sun","is_ca":false},{"name":"Jueyi Sui","is_ca":true},{"name":"Bryan Karney","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01634176547164861,"gpt":0.2538045908014482,"spread":0.2374628253297996,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001893139,0.0003426779,0.0002403099,0.0002639347,0.0003888326,0.0002240303,0.0002427084,0.0003563595,0.001309646],"category_scores_gemma":[0.0003339196,0.0001432242,0.0003103269,0.0001124218,0.0004944496,0.0002959388,0.000395443,0.0005838528,0.0001316161],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001806451,"about_ca_system_score_gemma":0.000193225,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00109725,"about_ca_topic_score_gemma":0.001182857,"domain_scores_codex":[0.9998639,0.00001683525,0.000008150006,0.00003485309,0.00003160881,0.00004478085],"domain_scores_gemma":[0.9997274,0.0000634419,0.00005627709,0.00004416102,0.00004485792,0.00006393545],"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":[0.0009338076,0.001868842,0.005486858,0.00006521172,0.00001496705,0.0002591304,0.0002370207,0.00107743,0.9865581,0.00008213981,0.00005537272,0.003361217],"study_design_scores_gemma":[0.0002237664,0.04213714,0.09156448,0.0000199922,0.000075459,0.0003478431,0.0009947071,0.01733325,0.8463462,0.0001501592,0.0007421728,0.00006471793],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9995396,0.0000140051,0.0002851616,0.000002853953,0.000003273262,0.00001904261,0.00002671458,0.000004636705,0.0001048492],"genre_scores_gemma":[0.998854,0.00004412581,0.0006264647,0.000006752807,0.000005794083,0.00003135949,0.00005982391,0.000002729976,0.0003688251],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001309646,"threshold_uncertainty_score":0.00438118,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4404585389","doi":"10.2478/johh-2024-0029","title":"Turbulent flow structure around a single submerged angled spur dike under ice cover","year":2024,"lang":"en","type":"article","venue":"Journal of Hydrology and Hydromechanics","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Northern British Columbia","funders":"","keywords":"Spur; Geology; Turbulence; Flow (mathematics); Dike; Marine engineering; Mechanics; Meteorology; Engineering; Geography; Petrology; Physics; Paleontology","authors":[{"name":"Guowei Li","is_ca":true},{"name":"Jueyi Sui","is_ca":true},{"name":"Sanaz Sediqi","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008317710591517827,"gpt":0.2091377528676543,"spread":0.2008200422761365,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000781907,0.0001729513,0.0002702191,0.0002254877,0.0002530763,0.0002351195,0.0001352729,0.0001332579,0.0007102303],"category_scores_gemma":[0.0001145639,0.00007750964,0.0001362357,0.0001215587,0.0003232645,0.0001228512,0.0001978619,0.0001510915,0.00005843168],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002126642,"about_ca_system_score_gemma":0.000204458,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00149485,"about_ca_topic_score_gemma":0.002942313,"domain_scores_codex":[0.9999601,0.000002434484,0.000001665941,0.00001141327,0.000009456417,0.00001504267],"domain_scores_gemma":[0.9999264,0.00001434601,0.00001544921,0.000006065284,0.00001302633,0.00002462865],"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":[0.0006195433,0.000069716,0.01874359,0.00002787498,0.00001045925,0.0002186857,0.0001238601,0.001014761,0.975843,0.00004744476,0.00002567244,0.00325534],"study_design_scores_gemma":[0.00005905582,0.00187023,0.7364295,0.00001180445,0.00004682628,0.0002397152,0.0008476331,0.0138133,0.2459499,0.00006557869,0.0006370719,0.00002933188],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9998376,0.000004864022,0.00006342711,0.000001076891,8.574446e-7,0.000001714684,0.00001495407,0.000002417954,0.00007290675],"genre_scores_gemma":[0.9996775,0.000006538507,0.0001665644,0.000002269937,7.445937e-7,0.000002820266,0.00003407884,0.000001108171,0.000108285],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00149485,"threshold_uncertainty_score":0.002972245,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2521550991","doi":"10.1515/johh-2015-0019","title":"Turbulence characteristics of favorable pressure gradient flows in gravel-bed channel with vegetated walls","year":2015,"lang":"en","type":"article","venue":"Journal of Hydrology and Hydromechanics","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Northern British Columbia","funders":"","keywords":"Flume; Turbulence; Geology; Reynolds stress; Shear stress; Geotechnical engineering; Pressure gradient; Drag; Open-channel flow; Drag coefficient; Mechanics; Sediment transport; Flow (mathematics); Hydrology (agriculture); Geomorphology; Sediment; Physics","authors":[{"name":"Elham Fazel Najafabadi","is_ca":false},{"name":"Hossein Afzalimehr","is_ca":false},{"name":"Jueyi Sui","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00967071031539214,"gpt":0.19968800552206,"spread":0.1900172952066679,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008278457,0.0002005073,0.000226894,0.0003866111,0.0002460149,0.0003352782,0.0001358229,0.0001774561,0.0007549774],"category_scores_gemma":[0.0001655782,0.0001106438,0.000171832,0.0002453077,0.0003588836,0.0002110742,0.0002053655,0.0001573281,0.00006680482],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001772491,"about_ca_system_score_gemma":0.0001536479,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003059181,"about_ca_topic_score_gemma":0.002149521,"domain_scores_codex":[0.9999373,0.00000547332,0.000004661708,0.00001562475,0.00001077969,0.0000262681],"domain_scores_gemma":[0.9998906,0.0000283802,0.00002009972,0.000006283115,0.00002072059,0.00003387659],"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":[0.002153215,0.0005119137,0.2863581,0.0001337856,0.00009914961,0.001804184,0.0007164998,0.04750049,0.644816,0.001139419,0.0005407846,0.01422634],"study_design_scores_gemma":[0.00007732933,0.0006879456,0.8714818,0.00001332393,0.00004063084,0.0001705109,0.0005635894,0.09501614,0.03129441,0.0002987372,0.0002930184,0.00006248367],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9996032,0.00001169152,0.0002190613,0.000003524517,0.000001888676,0.000001672279,0.00003410667,0.00001030602,0.0001145659],"genre_scores_gemma":[0.9997919,0.000006051504,0.00007557757,0.000001436666,8.427219e-7,0.000001567543,0.00004760176,8.95313e-7,0.00007417021],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003059181,"threshold_uncertainty_score":0.006082773,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4401621362","doi":"10.2478/johh-2024-0014","title":"Channel deformation around non-submerged spur dikes with different alignment angles under ice cover","year":2024,"lang":"en","type":"article","venue":"Journal of Hydrology and Hydromechanics","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Northern British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Spur; Cover (algebra); Geology; Deformation (meteorology); Channel (broadcasting); Dike; Geotechnical engineering; Engineering; Petrology; Mechanical engineering; Oceanography; Telecommunications; Paleontology","authors":[{"name":"Rahim Jafari","is_ca":true},{"name":"Jueyi Sui","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005613241593638553,"gpt":0.1982380984498966,"spread":0.1926248568562581,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008221954,0.0001872219,0.0002404578,0.0002257588,0.0001493395,0.0002285758,0.0001049172,0.0001145108,0.0009660711],"category_scores_gemma":[0.0002037016,0.00008289366,0.0001530423,0.0001603885,0.0002492263,0.0001478283,0.0001616797,0.0001176798,0.00009411924],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001787651,"about_ca_system_score_gemma":0.0001670303,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001966126,"about_ca_topic_score_gemma":0.003453763,"domain_scores_codex":[0.9999447,0.000003347355,0.000002094797,0.00001100238,0.0000127284,0.00002604094],"domain_scores_gemma":[0.9998734,0.00003319064,0.00002937604,0.00001403293,0.00002395196,0.00002604512],"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":[0.00144248,0.0001076628,0.09404553,0.0001155897,0.0000580836,0.000687931,0.0001931799,0.02127078,0.8684132,0.00009044752,0.0001541846,0.01342091],"study_design_scores_gemma":[0.0000337504,0.0005327861,0.8580956,0.000006461964,0.0000426351,0.0001909124,0.0006046219,0.02358418,0.1164924,0.00005561275,0.0003376779,0.00002337931],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.999687,0.00001028116,0.0001323827,0.000001423953,0.000001484575,0.000001375205,0.00002625381,0.000005710362,0.0001342389],"genre_scores_gemma":[0.9998214,0.000009672091,0.00007008144,9.02935e-7,4.057918e-7,8.255138e-7,0.0000240017,9.945574e-7,0.00007186396],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001966126,"threshold_uncertainty_score":0.003909349,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4319163336","doi":"10.2478/johh-2023-0001","title":"Effect of gravel content on soil water retention characteristics and thermal capacity of sandy and silty soils","year":2023,"lang":"en","type":"article","venue":"Journal of Hydrology and Hydromechanics","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Geomechanica (Canada); University of Waterloo","funders":"","keywords":"Soil water; Silt; Macropore; Soil science; Water retention; Porosity; Bulk density; Water content; Volume (thermodynamics); Geology; Mineralogy; Geotechnical engineering; Chemistry; Geomorphology","authors":[{"name":"Steffen Beck‐Broichsitter","is_ca":false},{"name":"Zarghaam Haider Rizvi","is_ca":true},{"name":"Rainer Horn","is_ca":false},{"name":"Frank Wuttke","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01706296334988825,"gpt":0.204449735059389,"spread":0.1873867717095007,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002870689,0.0002582021,0.0002401854,0.0004943353,0.0001394648,0.0003288481,0.0001621865,0.0001648481,0.0006812042],"category_scores_gemma":[0.0007126701,0.0001397913,0.0001812507,0.0002841983,0.0002906077,0.0002308019,0.000206792,0.0002005298,0.0001183757],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001817921,"about_ca_system_score_gemma":0.00009551131,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001724788,"about_ca_topic_score_gemma":0.003723532,"domain_scores_codex":[0.9998226,0.00003052347,0.00001487084,0.00004530347,0.00005600894,0.00003067615],"domain_scores_gemma":[0.9994161,0.0002440337,0.000146809,0.00003051303,0.00008372553,0.00007878716],"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":[0.0009366739,0.00006250674,0.05366941,0.0001598763,0.000164527,0.000181723,0.0001531881,0.002841213,0.9335319,0.00004544406,0.00003602093,0.008217579],"study_design_scores_gemma":[0.00001485483,0.001203108,0.5399145,0.00002273947,0.0001203793,0.000212682,0.0003611996,0.008350831,0.4490091,0.00009037917,0.0006697365,0.0000303569],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9996031,0.00008426921,0.0001462789,0.00000214339,0.000001172169,0.000002264934,0.00005390818,0.000004082338,0.0001028752],"genre_scores_gemma":[0.9995769,0.00004513117,0.0001653499,0.000004317943,8.089963e-7,0.000003232072,0.00007713177,0.000003483858,0.000123711],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001724788,"threshold_uncertainty_score":0.003429472,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2929892958","doi":"10.2478/johh-2019-0002","title":"Formation and movement of ice accumulation waves under ice cover –an experimental study","year":2019,"lang":"en","type":"article","venue":"Journal of Hydrology and Hydromechanics","topic":"Arctic and Antarctic ice dynamics","field":"Earth and Planetary Sciences","cited_by":11,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto; University of Northern British Columbia","funders":"National Natural Science Foundation of China","keywords":"Geology; Pancake ice; Pressure ridge; Fast ice; Drift ice; Movement (music); Ice divide; Cover (algebra); Sea ice growth processes; Sea ice; Geomorphology; Arctic ice pack; Mechanics; Oceanography; Engineering; Acoustics; Physics","authors":[{"name":"Jun Wang","is_ca":false},{"name":"Yifan Wu","is_ca":false},{"name":"Jueyi Sui","is_ca":true},{"name":"Bryan Karney","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01763051168743815,"gpt":0.2545362749477359,"spread":0.2369057632602977,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005365208,0.0003838571,0.0002969418,0.0003265855,0.0004390039,0.0002970395,0.0003632627,0.0004223969,0.001833453],"category_scores_gemma":[0.0008332113,0.0002034091,0.0003590295,0.0001844566,0.0006934267,0.0005580619,0.0004277815,0.0007174545,0.0002131989],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002386998,"about_ca_system_score_gemma":0.0002291761,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001322352,"about_ca_topic_score_gemma":0.0008880486,"domain_scores_codex":[0.9996701,0.00005618137,0.00003734988,0.00008263058,0.00005598022,0.00009771144],"domain_scores_gemma":[0.9991841,0.0003943416,0.0001114064,0.0001458476,0.00009122555,0.00007313546],"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":[0.00234603,0.009215997,0.009770631,0.0001460106,0.00004521322,0.0002391004,0.0005250754,0.002010135,0.9670311,0.0004141505,0.0001822116,0.008074297],"study_design_scores_gemma":[0.0004605616,0.04984882,0.04017745,0.0000292124,0.0001444624,0.0003112969,0.0007522965,0.016127,0.8901201,0.0003331524,0.001637975,0.00005770513],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9991955,0.00003463099,0.0003950965,0.000007928666,0.000008110066,0.00004094808,0.00005584271,0.00000525383,0.0002567241],"genre_scores_gemma":[0.9973853,0.0001587329,0.001300483,0.00001536582,0.00001859022,0.00009968432,0.000182096,0.000007033034,0.000832701],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001833453,"threshold_uncertainty_score":0.006133437,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3164965247","doi":"10.2478/johh-2021-0008","title":"Variability of topsoil hydraulic conductivity along the hillslope transects delineated in four areas strongly affected by soil erosion","year":2021,"lang":"en","type":"article","venue":"Journal of Hydrology and Hydromechanics","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"European Regional Development Fund; Ministerstvo Zemědělství","keywords":"Cambisol; Chernozem; Transect; Loam; Infiltrometer; Subsoil; Soil water; Soil science; Geology; Topsoil; Hydrology (agriculture); Hydraulic conductivity; Geotechnical engineering","authors":[{"name":"Antonín Nikodem","is_ca":false},{"name":"Radka Kodešová","is_ca":false},{"name":"Miroslav Fér","is_ca":false},{"name":"Aleš Klement","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008540381857611417,"gpt":0.1978008237507378,"spread":0.1892604418931264,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001948011,0.0002657185,0.0002495866,0.001433023,0.0003295772,0.000515399,0.0002266599,0.0002511535,0.0005049459],"category_scores_gemma":[0.0003339604,0.0001808269,0.000203708,0.0009368874,0.0004324946,0.000168747,0.0002970678,0.0001655967,0.0001123038],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005596909,"about_ca_system_score_gemma":0.000337362,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.03886925,"about_ca_topic_score_gemma":0.08824749,"domain_scores_codex":[0.9998295,0.00002911618,0.00001100713,0.00005352885,0.00003131071,0.00004546948],"domain_scores_gemma":[0.9995641,0.00006878005,0.000115833,0.00003020439,0.0001050503,0.0001159445],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0003466714,0.00006653756,0.9670898,0.00003349412,0.0001076038,0.0002685348,0.001192207,0.0006092998,0.0263963,0.00005750788,0.00006868497,0.003763391],"study_design_scores_gemma":[0.000003403105,0.00002650398,0.9992907,0.000001678373,0.000006196501,0.00002164455,0.000186518,0.0001294085,0.0002770343,0.000003386736,0.0000511766,0.000002278728],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9998232,0.0000071835,0.00002587001,0.000001005565,2.696621e-7,0.000002090159,0.00006198535,0.000002779453,0.00007564208],"genre_scores_gemma":[0.9995505,0.00000924547,0.00009361624,0.000001817866,6.389487e-7,0.000004284251,0.0002401357,0.000001207377,0.00009848489],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03886925,"threshold_uncertainty_score":0.07728606,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2254141793","doi":"10.1515/johh-2015-0031","title":"Examination of aerial diatom flushing across watersheds in Luxembourg, Oregon and Slovakia for tracing episodic hydrological connectivity","year":2015,"lang":"en","type":"article","venue":"Journal of Hydrology and Hydromechanics","topic":"Diatoms and Algae Research","field":"Materials Science","cited_by":10,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Global Institute for Water Security","funders":"Fonds National de la Recherche Luxembourg","keywords":"Diatom; Riparian zone; Hydrology (agriculture); Environmental science; Flushing; Context (archaeology); Range (aeronautics); Drainage basin; Ecology; Geography; Habitat; Geology; Biology; Cartography; Archaeology","authors":[{"name":"Laurent Pfister","is_ca":false},{"name":"Carlos E. Wetzel","is_ca":false},{"name":"Núria Martínez‐Carreras","is_ca":false},{"name":"Jean François Iffly","is_ca":false},{"name":"Julian Klaus","is_ca":false},{"name":"Ladislav Holko","is_ca":false},{"name":"Jeffrey J. McDonnell","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03591876496153874,"gpt":0.3065244883327998,"spread":0.270605723371261,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002068096,0.0001649973,0.0001897248,0.00144474,0.0004100419,0.0007797018,0.0002190035,0.000194605,0.001205092],"category_scores_gemma":[0.0002631472,0.0001153763,0.0001934668,0.001702874,0.0003511715,0.0002901774,0.0004750537,0.0001293288,0.0001350143],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008950688,"about_ca_system_score_gemma":0.0005671853,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.09077119,"about_ca_topic_score_gemma":0.2580983,"domain_scores_codex":[0.9998909,0.00001116324,0.00001040531,0.00003202365,0.00002581594,0.00002959631],"domain_scores_gemma":[0.9998405,0.00002199002,0.00005344894,0.00001017798,0.00003706108,0.00003687852],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.00005579926,0.0000189124,0.9868878,0.00005226774,0.00003283296,0.0002701155,0.0006425251,0.0001362133,0.006161416,0.00005343432,0.0001033693,0.005585207],"study_design_scores_gemma":[0.000001162655,0.000006444995,0.9991496,0.000004599344,0.000004480225,0.00002435082,0.0004692338,0.00005760023,0.00008406006,0.000004073989,0.0001933803,0.000001000368],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9987015,0.0001130098,0.000074228,0.00001008492,0.000001497432,0.000009512671,0.0005152265,0.000003476517,0.0005714792],"genre_scores_gemma":[0.9985082,0.0001067075,0.0002562387,0.000009721027,0.000001927051,0.00001380517,0.0007666523,0.00000254222,0.0003343915],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.09077119,"threshold_uncertainty_score":0.1804857,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2928268417","doi":"10.2478/johh-2018-0041","title":"Regionalizing time of concentration using landscape structural patterns of catchments","year":2019,"lang":"en","type":"article","venue":"Journal of Hydrology and Hydromechanics","topic":"Hydrology and Watershed Management Studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"Nanjing Institute of Geography and Limnology, Chinese Academy of Sciences; Chinese Academy of Sciences","keywords":"Hydrology (agriculture); Contiguity; Drainage basin; Land cover; Environmental science; Land use; Fractal dimension; Scale (ratio); Rangeland; Index (typography); Landscape ecology; Physical geography; Fractal; Soil science; Geography; Mathematics; Ecology; Geology; Cartography; Computer science; Agroforestry","authors":[{"name":"Bahman Jabbarian Amiri","is_ca":false},{"name":"Junfeng Gao","is_ca":false},{"name":"Nicola Fohrer","is_ca":false},{"name":"Jan Adamowski","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007962831344412256,"gpt":0.2195698930131007,"spread":0.2116070616686885,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001159596,0.0001895426,0.000212708,0.001261368,0.0001275792,0.0007290749,0.0003327978,0.0002212665,0.001304207],"category_scores_gemma":[0.006251127,0.0001054247,0.0003572454,0.0009802921,0.0004018843,0.0006883341,0.0004402058,0.0003046191,0.0001925287],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004469355,"about_ca_system_score_gemma":0.0002813753,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01052735,"about_ca_topic_score_gemma":0.006963818,"domain_scores_codex":[0.999723,0.0001010619,0.00001595003,0.00009003132,0.00003618367,0.00003372236],"domain_scores_gemma":[0.9960803,0.002399184,0.0007201385,0.0002444584,0.0003762032,0.0001796722],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0001944435,0.00004236936,0.9074686,0.00003556382,0.0001629131,0.0001504476,0.0004875677,0.06047628,0.00610404,0.001811162,0.0003000934,0.02276648],"study_design_scores_gemma":[0.000007756461,0.000147806,0.7576853,0.00001247104,0.0000543316,0.0001193752,0.0003331793,0.2375281,0.001960863,0.001555977,0.0005717947,0.00002302257],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9881896,0.00005758261,0.01063367,0.00005030579,0.000002869348,0.00001669934,0.000198399,0.0000660923,0.0007847904],"genre_scores_gemma":[0.9989415,0.0000111775,0.0008584313,0.000001440033,0.000001470314,0.00000492859,0.00008558294,0.000004908851,0.00009065535],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01052735,"threshold_uncertainty_score":0.02093214,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2770998296","doi":"10.1515/johh-2017-0025","title":"Effect of transverse perforations on fluid loading on a long, slender plate at zero incidence","year":2017,"lang":"en","type":"article","venue":"Journal of Hydrology and Hydromechanics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":8,"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":"Strouhal number; Vortex shedding; Drag coefficient; Transverse plane; Mechanics; Reynolds number; Lift coefficient; Wake; Materials science; Perforation; Drag; Lift (data mining); Physics; Structural engineering; Composite material; Engineering; Turbulence","authors":[{"name":"Filippo Carlo Bossi","is_ca":false},{"name":"Oleksandr Barannyk","is_ca":false},{"name":"Mostafa Rahimpour","is_ca":false},{"name":"Stefano Malavasi","is_ca":false},{"name":"Peter Oshkai","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006957111384581214,"gpt":0.2377912921317097,"spread":0.2308341807471285,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003402689,0.0006563919,0.0006314799,0.0003869859,0.000390791,0.0004761161,0.0003203465,0.0004777669,0.00176438],"category_scores_gemma":[0.001290628,0.0003315428,0.0003149198,0.0002122601,0.001288277,0.0004423555,0.0008612366,0.0004650661,0.00018188],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001943206,"about_ca_system_score_gemma":0.0002137787,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003068068,"about_ca_topic_score_gemma":0.000249485,"domain_scores_codex":[0.9996191,0.00004872134,0.00002731211,0.00006085332,0.0001161664,0.0001278011],"domain_scores_gemma":[0.9986695,0.0006286871,0.0002728559,0.0001738313,0.0001346404,0.0001204431],"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":[0.0009945104,0.00007340164,0.001653627,0.00008194771,0.00001224717,0.0004723877,0.0001226071,0.005428274,0.9887952,0.00008005719,0.00002304592,0.00226278],"study_design_scores_gemma":[0.00005820468,0.003016515,0.01121456,0.00001937631,0.00003025494,0.0001526142,0.0002939685,0.01196179,0.9729713,0.00007373369,0.0001794621,0.00002818538],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9991824,0.00003258858,0.0006126118,0.000004880167,0.000005610554,0.000005448348,0.00001504092,0.00001613201,0.0001252617],"genre_scores_gemma":[0.999442,0.00002856793,0.0004128035,0.000004200273,0.000002666098,0.000004123403,0.00001303932,0.000005026561,0.0000875664],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00176438,"threshold_uncertainty_score":0.005902469,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2886606445","doi":"10.2478/johh-2018-0020","title":"Calculation of critical flow depth using method of algebraic inequality","year":2018,"lang":"en","type":"article","venue":"Journal of Hydrology and Hydromechanics","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Northern British Columbia","funders":"National Natural Science Foundation of China","keywords":"Mathematics; Algebraic number; Polynomial; Flow (mathematics); Energy (signal processing); Algebraic equation; Open-channel flow; Applied mathematics; Process (computing); Channel (broadcasting); Calculus (dental); Mathematical analysis; Computer science; Geometry; Physics; Nonlinear system; Statistics","authors":[{"name":"Tiejie Cheng","is_ca":false},{"name":"Jun Wang","is_ca":false},{"name":"Jueyi Sui","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01927547582335342,"gpt":0.3048446495620728,"spread":0.2855691737387194,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006924813,0.0004443933,0.0005461226,0.001532237,0.0003809941,0.0006611755,0.0007463497,0.0004008783,0.003110379],"category_scores_gemma":[0.002787791,0.0001315374,0.0004422111,0.0007453208,0.0005907453,0.001274616,0.0007533431,0.0009256719,0.0004417677],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004891581,"about_ca_system_score_gemma":0.0007896443,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001329152,"about_ca_topic_score_gemma":0.0008517859,"domain_scores_codex":[0.9994986,0.0001454156,0.0000352339,0.00006903228,0.0002070683,0.00004453766],"domain_scores_gemma":[0.9989411,0.0004799908,0.00007204611,0.00004806525,0.0004280546,0.00003072607],"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":[0.0001284075,0.0001089378,0.003885679,0.0008556026,0.00005349661,0.0003893452,0.0002525313,0.4335864,0.04338801,0.2986085,0.003532373,0.2152108],"study_design_scores_gemma":[0.00001184195,0.00004098391,0.0004498397,0.00002505726,0.000009810936,0.00009316651,0.00002811809,0.9743231,0.005851563,0.01692729,0.002224337,0.00001498276],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01138075,0.0001563033,0.9845797,0.00005033427,0.00003992945,0.00003174131,0.00004218975,0.00008852241,0.003630682],"genre_scores_gemma":[0.6113164,0.0006740663,0.3840991,0.00005599299,0.00008399918,0.0002332349,0.0001411839,0.0001063943,0.003289542],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.003110379,"threshold_uncertainty_score":0.01040524,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4401620236","doi":"10.2478/johh-2024-0017","title":"Empirical and physical modelling of soil erosion in agricultural hillslopes","year":2024,"lang":"en","type":"article","venue":"Journal of Hydrology and Hydromechanics","topic":"Soil erosion and sediment transport","field":"Agricultural and Biological Sciences","cited_by":6,"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":"Erosion; Environmental science; Agriculture; Hydrology (agriculture); Soil science; Geology; Geography; Geotechnical engineering; Geomorphology; Archaeology","authors":[{"name":"Palmira Bueno-Hurtado","is_ca":true},{"name":"Ousmane Seidou","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02882526876667175,"gpt":0.2394433464557796,"spread":0.2106180776891078,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005378833,0.0001860969,0.0001806438,0.0003054345,0.0001266496,0.0004795865,0.0003988572,0.0003101956,0.0004272996],"category_scores_gemma":[0.001429102,0.0001359898,0.0001955706,0.0003493253,0.0002520689,0.0003993657,0.0001769855,0.0001615014,0.00005901019],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005329024,"about_ca_system_score_gemma":0.0003915199,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02221304,"about_ca_topic_score_gemma":0.0171522,"domain_scores_codex":[0.9998749,0.00004131089,0.000010732,0.00003241685,0.00002065417,0.00001992318],"domain_scores_gemma":[0.9994579,0.0002874495,0.0001204537,0.00005117052,0.00006912644,0.00001389479],"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":[0.00005808671,0.00006250882,0.07432605,0.0000357595,0.00003187138,0.00009196153,0.00003785611,0.9131119,0.001234789,0.0005011873,0.0001125219,0.01039563],"study_design_scores_gemma":[0.000009149006,0.00003685695,0.04547362,0.00000762356,0.000007126203,0.0000290922,0.00003179248,0.9534811,0.0005447869,0.0002196517,0.0001533868,0.000005650898],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9908049,0.00008474446,0.008269437,0.00002354881,0.000001670637,0.00001243027,0.0001123544,0.00004856812,0.0006424757],"genre_scores_gemma":[0.9985197,0.00004094111,0.001261852,0.00000171969,8.564737e-7,0.000006575595,0.00005083099,0.000002414407,0.0001151585],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02221304,"threshold_uncertainty_score":0.04416752,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4391644236","doi":"10.2478/johh-2023-0036","title":"Simulation and prediction of water temperature in a water transfer channel during winter periods using a new approach based on the wavelet noise reduction-deep learning method","year":2024,"lang":"en","type":"article","venue":"Journal of Hydrology and Hydromechanics","topic":"Water Systems and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Northern British Columbia","funders":"National Key Research and Development Program of China; National Natural Science Foundation of China","keywords":"Wavelet; Noise reduction; Noise (video); Heat transfer; Environmental science; Temperature measurement; Artificial neural network; Air temperature; Range (aeronautics); Channel (broadcasting); Atmospheric temperature range; Meteorology; Computer science; Mechanics; Materials science; Artificial intelligence; Thermodynamics; Physics","authors":[{"name":"Tiejie Cheng","is_ca":false},{"name":"Jun Wang","is_ca":false},{"name":"Jueyi Sui","is_ca":true},{"name":"Feihu Song","is_ca":false},{"name":"Hui Fu","is_ca":false},{"name":"Tao Wang","is_ca":false},{"name":"Xinlei Guo","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01192638521456799,"gpt":0.2158879333723481,"spread":0.2039615481577801,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004362433,0.0005547492,0.0005919729,0.0003695623,0.0003561293,0.0004563388,0.0006581204,0.0008118443,0.0006034223],"category_scores_gemma":[0.0005881708,0.0003760384,0.0006940378,0.0003340957,0.0004817906,0.0005541563,0.0004947193,0.0006497533,0.00006560131],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005816613,"about_ca_system_score_gemma":0.0008932226,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02239909,"about_ca_topic_score_gemma":0.01055614,"domain_scores_codex":[0.9998721,0.00002925057,0.000008958602,0.00003518782,0.00002841114,0.00002616488],"domain_scores_gemma":[0.9998201,0.00007823793,0.00002300377,0.00001107755,0.00004823584,0.00001941569],"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":[0.00001507176,0.00002477089,0.001065354,0.000008669658,0.00001196045,0.00002013838,0.000008027595,0.99376,0.0008294682,0.0002329931,0.00005169797,0.003971803],"study_design_scores_gemma":[6.120002e-7,0.000001841829,0.00003373182,1.444871e-7,4.720043e-7,3.631449e-7,4.23256e-7,0.9998958,0.00004267026,0.00001907694,0.000004465564,3.804303e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4274894,0.000185571,0.5689373,0.0002406225,0.00006370032,0.00005008295,0.00009877613,0.0004899274,0.00244464],"genre_scores_gemma":[0.9765679,0.00006470533,0.02238137,0.00002640242,0.00001087095,0.00004699128,0.00007446345,0.00001411933,0.000813201],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.02239909,"threshold_uncertainty_score":0.04453743,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4385739340","doi":"10.2478/johh-2023-0019","title":"Output updating of a physically based model for gauged and ungauged sites of the Upper Thames River watershed","year":2023,"lang":"en","type":"article","venue":"Journal of Hydrology and Hydromechanics","topic":"Hydrological Forecasting Using AI","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Western University","funders":"Universiti Teknologi Malaysia","keywords":"Streamflow; Watershed; Hydrology (agriculture); Calibration; Precipitation; Environmental science; Process (computing); Hydrological modelling; Flood forecasting; Computer science; Meteorology; Geology; Mathematics; Geography; Statistics; Climatology; Machine learning; Cartography; Geotechnical engineering; Drainage basin","authors":[{"name":"Ponselvi Jeevaragagam","is_ca":false},{"name":"Slobodan P. Simonović","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02377517693606126,"gpt":0.2374497647751385,"spread":0.2136745878390772,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003611054,0.0002856881,0.000245138,0.0002411261,0.0003027796,0.0005351036,0.0006270437,0.0003922679,0.0008231103],"category_scores_gemma":[0.0009755247,0.0001749127,0.0002801618,0.0002225714,0.000251762,0.0003211027,0.0002223076,0.0003853036,0.00007874682],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001199626,"about_ca_system_score_gemma":0.0009472896,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.1294482,"about_ca_topic_score_gemma":0.09448446,"domain_scores_codex":[0.9998902,0.0000262845,0.000009063961,0.00003061845,0.00002600153,0.0000177867],"domain_scores_gemma":[0.9997646,0.00008648495,0.00002685871,0.000020992,0.00008721431,0.00001389795],"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":[0.00002306869,0.00002409626,0.005007077,0.000007292699,0.00001360963,0.00003670017,0.0000127555,0.989044,0.0007130075,0.0001093716,0.00009234987,0.004916738],"study_design_scores_gemma":[0.000002267661,0.00000554766,0.001899452,8.249927e-7,0.000002760123,0.000002436708,0.000002952086,0.997818,0.0002012618,0.00002714175,0.00003551178,0.000001945541],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9660711,0.00004921951,0.03066169,0.000103545,0.00002693793,0.00002887313,0.0002577012,0.0002593375,0.002541609],"genre_scores_gemma":[0.9966343,0.00001051405,0.002825406,0.000007386319,0.000002849155,0.00001059196,0.00009502606,0.000003723097,0.0004101977],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.8705518,"threshold_uncertainty_score":0.2573894,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4401620823","doi":"10.2478/johh-2024-0012","title":"Analysis of the unsaturated hydraulic properties of rocks using multiple laboratory methods","year":2024,"lang":"en","type":"article","venue":"Journal of Hydrology and Hydromechanics","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"Shell Brasil; Inje University; Universidade Federal do Rio de Janeiro; National Natural Science Foundation of China; Conselho Nacional de Desenvolvimento Científico e Tecnológico; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior","keywords":"Geotechnical engineering; Geology; Petroleum engineering; Environmental science","authors":[{"name":"Luwen Zhuang","is_ca":false},{"name":"Fernanda O. Hoerlle","is_ca":false},{"name":"Hao Chen","is_ca":false},{"name":"Elizabeth M. Pontedeiro","is_ca":false},{"name":"Martinus Th. van Genuchten","is_ca":false},{"name":"Paulo Couto","is_ca":false},{"name":"Chaozhong Qin","is_ca":false},{"name":"Kairong Lin","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01698710758466627,"gpt":0.2486932048168019,"spread":0.2317060972321356,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003580298,0.0002043523,0.0002084003,0.0006573807,0.0002593785,0.0002827111,0.0002783049,0.0001430851,0.000645453],"category_scores_gemma":[0.0003919857,0.0001104945,0.0001073473,0.0004047148,0.0003680745,0.000322881,0.0003558595,0.000307619,0.0001318271],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001564217,"about_ca_system_score_gemma":0.0002207328,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001070309,"about_ca_topic_score_gemma":0.0021688,"domain_scores_codex":[0.9997289,0.0000394178,0.00001439721,0.00007502217,0.0001103549,0.0000319413],"domain_scores_gemma":[0.9996672,0.000104411,0.00007332772,0.00004189831,0.00008732665,0.00002592655],"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":[0.00007327859,0.00003558303,0.01359303,0.00005450138,0.00002392155,0.0000497765,0.00007469168,0.0006007521,0.9726993,0.0001396962,0.00003227474,0.01262325],"study_design_scores_gemma":[0.000009522284,0.0002905027,0.07282425,0.000007848333,0.00004685039,0.0003697852,0.0001814279,0.01615302,0.9090757,0.0001669901,0.0008431317,0.00003093062],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9614636,0.0001997207,0.03719539,0.00001317773,0.00000489526,0.00001944308,0.0002290325,0.000120844,0.0007539286],"genre_scores_gemma":[0.9877048,0.00009766733,0.01177481,0.000007205429,0.000006320269,0.0000238963,0.0001221805,0.00001232222,0.0002507462],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001070309,"threshold_uncertainty_score":0.002159297,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}