{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":41,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":41,"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":"c489ecb55937","filters":{"venue":"Proceedings of the Institution of Civil Engineers - Water Management"}},"results":[{"id":"W2270522139","doi":"10.1680/wama.2011.164.9.463","title":"Design–operation optimisation of run-of-river power plants","year":2011,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Water resources management and optimization","field":"Engineering","cited_by":88,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"","keywords":"Penstock; Hydropower; Turbine; Mathematical optimization; Computer science; Engineering; Reliability engineering; Mathematics; Mechanical engineering","authors":[{"name":"Omid Bozorg‐Haddad","is_ca":false},{"name":"Mahdi Moradi-Jalal","is_ca":true},{"name":"Miguel A. Mariño","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01433164464740065,"gpt":0.166481034246499,"spread":0.1521493895990984,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005416669,0.0004898867,0.0005224083,0.0002792006,0.0001941147,0.0005964859,0.0004778095,0.0004847377,0.001883306],"category_scores_gemma":[0.0009599297,0.0003452107,0.0003879631,0.0002827319,0.0002907856,0.0003639976,0.0003357658,0.0003685958,0.0001753312],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002897263,"about_ca_system_score_gemma":0.0005421276,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001046692,"about_ca_topic_score_gemma":0.001462613,"domain_scores_codex":[0.9997955,0.00009732414,0.00000684408,0.00003964146,0.0000373994,0.00002337301],"domain_scores_gemma":[0.9997444,0.000165332,0.00004121428,0.00001009204,0.00002547468,0.0000135005],"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":[0.000042665,0.00003126783,0.0003369303,0.00005997463,0.00001876547,0.00005030383,0.00002551779,0.9744059,0.003370238,0.001326271,0.0001511745,0.0201809],"study_design_scores_gemma":[0.00001170356,0.00008765453,0.0002205104,0.000003645545,0.000005081472,0.00001257433,0.00001167892,0.9977543,0.0008718648,0.0006105797,0.000407671,0.00000280184],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1317901,0.000316594,0.8607827,0.0001211963,0.00002417169,0.0001649379,0.00008456434,0.0002222772,0.006493424],"genre_scores_gemma":[0.8746818,0.0001739983,0.1226986,0.00003038913,0.00001100325,0.0001830298,0.00006655255,0.00004096377,0.002113574],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.001883306,"threshold_uncertainty_score":0.006300271,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1980313990","doi":"10.1680/wama.12.00113","title":"New and improved four-parameter non-linear Muskingum model","year":2013,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydrology and Watershed Management Studies","field":"Environmental Science","cited_by":59,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Exponent; Weighting; Constraint (computer-aided design); Applied mathematics; Storage model; Mathematics; Inflow; Estimation theory; Function (biology); Outflow; Mathematical model; Term (time); Power function; Statistics; Mathematical analysis; Computer science; Physics; Mechanics","authors":[{"name":"Said M. Easa","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007666801421195864,"gpt":0.1819738403676883,"spread":0.1743070389464925,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001100454,0.0009863572,0.001510595,0.0007740769,0.0006472878,0.001874247,0.003551706,0.002246928,0.003655666],"category_scores_gemma":[0.002291375,0.0008215451,0.001636454,0.001331388,0.0007238874,0.00225347,0.001625478,0.001492662,0.0007562595],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001241227,"about_ca_system_score_gemma":0.001518578,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008970486,"about_ca_topic_score_gemma":0.009118512,"domain_scores_codex":[0.9991837,0.0002478921,0.00005491174,0.0002080282,0.0002081028,0.0000973612],"domain_scores_gemma":[0.9992409,0.0003261038,0.0001328395,0.00005319199,0.0002075702,0.0000394266],"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":[0.0000482113,0.00002786637,0.0007699587,0.00005578524,0.00003329895,0.00008659871,0.00005617861,0.975803,0.001611073,0.00951962,0.0005796475,0.01140886],"study_design_scores_gemma":[0.000004410205,0.000009417342,0.0001336001,0.000003546019,0.000006760538,0.00001389986,0.000004859913,0.9974602,0.0001637352,0.001614766,0.0005768071,0.000007974138],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.03277019,0.0003508035,0.9585041,0.0003714742,0.00008657891,0.00006669952,0.0003769213,0.0004415282,0.007031768],"genre_scores_gemma":[0.8199137,0.0006085359,0.1461815,0.0002551417,0.00008484993,0.0004206162,0.000988394,0.0003270356,0.03122013],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.008970486,"threshold_uncertainty_score":0.01783657,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2110892531","doi":"10.1680/wama.2007.160.2.83","title":"Estimating time to failure of cast-iron water mains","year":2007,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Water Systems and Optimization","field":"Engineering","cited_by":50,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"National Research Council Canada","funders":"","keywords":"Mains electricity; Corrosion; Environmental science; Bedding; Geotechnical engineering; Pipe network analysis; Engineering; Reliability engineering; Materials science","authors":[{"name":"Balvant Rajani","is_ca":true},{"name":"Solomon Tesfamariam","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003637109604092326,"gpt":0.1676904039298865,"spread":0.1640532943257942,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001211998,0.0006535078,0.000403547,0.00170688,0.0002420154,0.0004352093,0.000504903,0.0008426805,0.0008230022],"category_scores_gemma":[0.007710193,0.0003223793,0.000465586,0.0003928621,0.0003340798,0.0006662171,0.0003953117,0.0003676078,0.0001417379],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009320066,"about_ca_system_score_gemma":0.0004518112,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01460842,"about_ca_topic_score_gemma":0.0101221,"domain_scores_codex":[0.9996493,0.00008495903,0.00002440316,0.00007487168,0.00009411365,0.00007225847],"domain_scores_gemma":[0.9954678,0.002930099,0.0007768619,0.0001819405,0.0004260088,0.0002173335],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.0005004631,0.0000741622,0.03433761,0.00006385808,0.0000587607,0.0002206278,0.00007097132,0.9442611,0.005075172,0.0006508855,0.0002062609,0.01448014],"study_design_scores_gemma":[0.000004531457,0.0001404876,0.01348362,0.000006082055,0.0000125142,0.00004109883,0.00003301665,0.9826432,0.003062381,0.0004701841,0.00008857702,0.00001424942],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9737816,0.000133104,0.0249891,0.00003848059,0.000006256047,0.00003016614,0.0002752977,0.0001136773,0.0006322821],"genre_scores_gemma":[0.9973668,0.00003402021,0.002104189,0.000001502693,0.000001721762,0.000006450574,0.000236229,0.000004679959,0.0002444829],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01460842,"threshold_uncertainty_score":0.02904677,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2033176979","doi":"10.1680/wama.11.00017","title":"Estimates of the Manning's coefficient for ice-covered rivers","year":2012,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Arctic and Antarctic ice dynamics","field":"Earth and Planetary Sciences","cited_by":39,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Ice formation; Hydraulics; Hydrology (agriculture); Snow; Environmental science; Logarithm; Geology; Geotechnical engineering; Atmospheric sciences; Geomorphology; Mathematics; Engineering","authors":[{"name":"S. Samuel Li","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008074063317964562,"gpt":0.1866840064074639,"spread":0.1786099430894993,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00126054,0.0004338118,0.0003590858,0.002987217,0.0003681852,0.0005851748,0.0004840184,0.0001693034,0.0008470616],"category_scores_gemma":[0.01063007,0.0001625502,0.0004164425,0.001842074,0.0003400515,0.0006749018,0.0005392067,0.0003778014,0.0003144086],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005266249,"about_ca_system_score_gemma":0.0005044586,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008963833,"about_ca_topic_score_gemma":0.007887495,"domain_scores_codex":[0.9994687,0.00008954377,0.00004320443,0.0001067337,0.0002380097,0.00005369033],"domain_scores_gemma":[0.9955401,0.002273928,0.0007570494,0.0004329978,0.0008687872,0.0001270477],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0001588374,0.00003448956,0.6570242,0.0002517439,0.0002332798,0.0002035576,0.0006566868,0.1022938,0.01140903,0.009496261,0.002814409,0.2154237],"study_design_scores_gemma":[0.00001073961,0.00008831605,0.7961848,0.0001022981,0.00008639471,0.0006124336,0.000525707,0.1672062,0.011136,0.008858329,0.01502615,0.0001626373],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.803381,0.002128465,0.1772624,0.00008912091,0.00004873857,0.0001242826,0.001927337,0.0004845908,0.01455404],"genre_scores_gemma":[0.9632943,0.0005127713,0.03444198,0.000008358504,0.00001607377,0.00005451635,0.0008336704,0.00005877474,0.0007794758],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.008963833,"threshold_uncertainty_score":0.01782328,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2011915618","doi":"10.1680/wama.10.00018","title":"Groundwater intrinsic vulnerability and risk mapping","year":2012,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Groundwater and Isotope Geochemistry","field":"Earth and Planetary Sciences","cited_by":33,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"","keywords":"Groundwater; Aquifer; Vulnerability (computing); Environmental science; Hydrology (agriculture); Water resource management; Geology; Computer science; Geotechnical engineering","authors":[{"name":"Babak Farjad","is_ca":false},{"name":"Helmi Zulhaidi Mohd Shafri","is_ca":false},{"name":"Thamer Ahmed Mohamed","is_ca":false},{"name":"Saied Pirasteh","is_ca":true},{"name":"Nishad Wijesekara","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008294855537278477,"gpt":0.1742055565051828,"spread":0.1659107009679043,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007301025,0.0004577429,0.0002457061,0.002300416,0.0002597195,0.0007375751,0.0003777416,0.0002270364,0.001474672],"category_scores_gemma":[0.002741311,0.0001621699,0.0004980559,0.001763655,0.0004085201,0.0006690667,0.0008780457,0.0002665874,0.0001059888],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007553934,"about_ca_system_score_gemma":0.000504267,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004341537,"about_ca_topic_score_gemma":0.005044619,"domain_scores_codex":[0.9994971,0.0001726327,0.00001970902,0.00005848992,0.0001966041,0.00005554709],"domain_scores_gemma":[0.9994897,0.0002194068,0.0001054295,0.00005548342,0.0001079586,0.00002200144],"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":[0.00007563885,0.00004380647,0.1263688,0.0001314814,0.0002184791,0.0004455767,0.0003268254,0.7243369,0.004423418,0.03412263,0.001529337,0.1079771],"study_design_scores_gemma":[0.00001314377,0.0001314239,0.1246444,0.00005214995,0.00008507956,0.000631983,0.0007574581,0.7942626,0.004052574,0.06800338,0.007295127,0.00007057065],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7612675,0.0002646369,0.2189089,0.0004711324,0.0000195923,0.0001053457,0.001633057,0.0003326243,0.01699724],"genre_scores_gemma":[0.9842031,0.0001044481,0.01486133,0.000008186394,0.000007131432,0.00003152344,0.0002362624,0.00001318802,0.0005347488],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004341537,"threshold_uncertainty_score":0.008632541,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2078433081","doi":"10.1680/wama.14.00030","title":"Discussion: New and improved four-parameter non-linear Muskingum model","year":2014,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Irrigation Practices and Water Management","field":"Agricultural and Biological Sciences","cited_by":25,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Islam; Club; Library science; Medicine; Theology; Philosophy; Computer science","authors":[{"name":"Said M. Easa","is_ca":true},{"name":"Reza Barati","is_ca":false},{"name":"Hossein Shahheydari","is_ca":false},{"name":"Ehsan Jafari Nodoushan","is_ca":false},{"name":"Tahereh Barati","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01299498002201892,"gpt":0.193827146912857,"spread":0.1808321668908381,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001786759,0.0006619112,0.000976896,0.0005283023,0.0008535571,0.001601872,0.002921594,0.00191291,0.01394611],"category_scores_gemma":[0.004974333,0.0003614546,0.001459891,0.0007840598,0.000415631,0.002557725,0.001382423,0.002035943,0.002156635],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000671154,"about_ca_system_score_gemma":0.001085141,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01006852,"about_ca_topic_score_gemma":0.006645575,"domain_scores_codex":[0.9993263,0.0003245261,0.00003871367,0.0001358522,0.0001136193,0.00006090731],"domain_scores_gemma":[0.9983103,0.00090911,0.00008816276,0.000158579,0.0004672393,0.0000666097],"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":[0.0002442415,0.0001330071,0.004313475,0.0003072996,0.0001724804,0.0004870629,0.0003528015,0.823324,0.0018886,0.08038468,0.01123213,0.07716027],"study_design_scores_gemma":[0.00001649387,0.00002619278,0.0003191354,0.00002391929,0.00002779271,0.00004007841,0.0000397504,0.9858816,0.0002286708,0.009292234,0.004086967,0.00001717799],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.05272198,0.0008096932,0.9145662,0.003583095,0.00104779,0.0001951893,0.0009247322,0.000653355,0.02549792],"genre_scores_gemma":[0.761542,0.001013053,0.1841534,0.001043317,0.0005629077,0.0005613424,0.001400912,0.0004801952,0.04924281],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.01394611,"threshold_uncertainty_score":0.0466544,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2742527331","doi":"10.1680/jwama.16.00118","title":"Evaluating the longer term benefits of sustainable drainage","year":2017,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":22,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Stantec (Canada)","funders":"Engineering and Physical Sciences Research Council","keywords":"Risk analysis (engineering); Value of information; Drainage; Term (time); Value (mathematics); Flood myth; Environmental planning; Environmental resource management; Business; Computer science; Environmental economics; Environmental science; Economics; Geography","authors":[{"name":"Richard Ashley","is_ca":false},{"name":"Christopher Digman","is_ca":true},{"name":"B. Horton","is_ca":false},{"name":"Berry Gersonius","is_ca":false},{"name":"Brian J. Smith","is_ca":false},{"name":"Paul Shaffer","is_ca":false},{"name":"A. Baylis","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0204410477444103,"gpt":0.2440503273366001,"spread":0.2236092795921898,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.006882992,0.000841349,0.0005487953,0.001759757,0.0007858325,0.003727367,0.0007784772,0.001698862,0.005206341],"category_scores_gemma":[0.01460871,0.0003393254,0.0008350651,0.001854039,0.001198183,0.004301654,0.002293942,0.001345043,0.0003417315],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.005026923,"about_ca_system_score_gemma":0.002593686,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007360235,"about_ca_topic_score_gemma":0.01854791,"domain_scores_codex":[0.995838,0.002352897,0.0001505373,0.0001860633,0.00107077,0.0004016925],"domain_scores_gemma":[0.9901455,0.006605068,0.0009531652,0.0003667112,0.001427527,0.0005021025],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.0007288409,0.0003961115,0.0342599,0.0003967226,0.0004637794,0.0006033418,0.0003148453,0.7872241,0.004034156,0.04463971,0.002953466,0.123985],"study_design_scores_gemma":[0.0001287843,0.002911947,0.05322112,0.0003699965,0.0005460346,0.0003897319,0.003948611,0.7306581,0.00784506,0.1716664,0.02802912,0.0002849752],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8784252,0.002282394,0.03913528,0.004156599,0.0001394904,0.0002823087,0.001277503,0.0001531724,0.07414804],"genre_scores_gemma":[0.9876392,0.0008192635,0.009257496,0.00007352752,0.00002076058,0.0000636432,0.0002960577,0.00003449078,0.001795492],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007360235,"threshold_uncertainty_score":0.03647304,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2021537195","doi":"10.1680/wama.2005.158.4.163","title":"Hydraulic performance and stability of coarse rockfill deposits","year":2005,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Dalhousie University","funders":"","keywords":"Geology; Geotechnical engineering; Levee; Mining engineering; STREAMS; Flow (mathematics)","authors":[{"name":"David Hansen","is_ca":true},{"name":"Wen-qian Zhao","is_ca":true},{"name":"Shin-In Han","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005549185650327529,"gpt":0.1638689561154991,"spread":0.1583197704651716,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001457547,0.00009088903,0.0001832465,0.000407901,0.0002517627,0.0004368275,0.0001393,0.0001596672,0.001755593],"category_scores_gemma":[0.0005923256,0.00007388061,0.00008012009,0.0003219269,0.0004294997,0.0003244012,0.0003189818,0.0001508955,0.0002609421],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003839404,"about_ca_system_score_gemma":0.0003109993,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005218232,"about_ca_topic_score_gemma":0.005358592,"domain_scores_codex":[0.9998965,0.000006826609,0.000006306625,0.00002012055,0.00003524618,0.00003496449],"domain_scores_gemma":[0.9997643,0.00005388845,0.00004311384,0.00001483631,0.00006171457,0.00006218193],"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":[0.002491757,0.0002618139,0.2988769,0.0001195912,0.00005462876,0.001063632,0.001141022,0.04570147,0.6077814,0.001271364,0.0007526596,0.0404838],"study_design_scores_gemma":[0.0000654355,0.001242191,0.7281143,0.00001843739,0.00003968614,0.000533844,0.002321808,0.08095518,0.1828565,0.00113252,0.002627553,0.00009254555],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9994782,0.00001353199,0.00009622929,0.000005167932,8.129984e-7,0.000001083027,0.0000487964,0.000008021888,0.0003483202],"genre_scores_gemma":[0.9995734,0.000009643226,0.00003747817,0.000001167736,6.746945e-7,8.661638e-7,0.00006359033,0.000001914719,0.0003112926],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005218232,"threshold_uncertainty_score":0.01037574,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2072037280","doi":"10.1680/wama.12.00124","title":"Effects of climate change on the thermal regime of a reservoir","year":2014,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydrology and Watershed Management Studies","field":"Environmental Science","cited_by":17,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Environmental science; Climate change; Inflow; Thermocline; Thermal stratification; Thermal; Stratification (seeds); Ecosystem; Climatology; Temperature gradient; Atmospheric sciences; Hydrology (agriculture); Geology; Meteorology; Oceanography; Ecology; Geography","authors":[{"name":"Mahsa Modiri Gharehveran","is_ca":false},{"name":"Amir Etemad‐Shahidi","is_ca":false},{"name":"Ebrahim Jabbari","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007391489218318763,"gpt":0.1820296686179685,"spread":0.1746381793996498,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003011838,0.0001989753,0.0001832821,0.0002676377,0.0002708712,0.0004500062,0.0001906233,0.000294598,0.0007485628],"category_scores_gemma":[0.0006792095,0.0001298967,0.0004713134,0.0003804051,0.0003057999,0.0003975072,0.0002724004,0.0002080207,0.00007366717],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007936425,"about_ca_system_score_gemma":0.0004729302,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01808138,"about_ca_topic_score_gemma":0.01660387,"domain_scores_codex":[0.9998528,0.00004763668,0.000008823336,0.00002664366,0.00002458671,0.00003950873],"domain_scores_gemma":[0.9997923,0.00007684204,0.00003755909,0.00002360458,0.00004649687,0.00002327873],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0004166987,0.0002207376,0.505595,0.00008142752,0.0002342199,0.0004862781,0.0002111131,0.4455044,0.02878987,0.0009165853,0.0004735272,0.01707005],"study_design_scores_gemma":[0.00004915297,0.0004073757,0.6550797,0.00001297896,0.0001425995,0.0001582325,0.0004342386,0.3330824,0.008284829,0.0006229528,0.001667251,0.00005828916],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9981954,0.00003316237,0.0005219804,0.00004422778,0.000004842026,0.000007433589,0.0001324565,0.00001748835,0.001042926],"genre_scores_gemma":[0.9996892,0.00002418191,0.0001560168,0.000005391079,0.000001438307,0.000002818874,0.00005858821,0.000002093895,0.00006025445],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01808138,"threshold_uncertainty_score":0.03595227,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2770296624","doi":"10.1680/jwama.17.00039","title":"Non-uniform flow over cobble bed with submerged vegetation strip","year":2017,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":17,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Northern British Columbia","funders":"","keywords":"Cobble; Flume; Geology; Hydrology (agriculture); Vegetation (pathology); Flow (mathematics); Soil science; Geotechnical engineering; Geometry; Mathematics","authors":[{"name":"Hossein Afzalimehr","is_ca":true},{"name":"Mahboobeh Barahimi","is_ca":true},{"name":"Jueyi Sui","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005508518926896605,"gpt":0.1846432252087193,"spread":0.1791347062818227,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002492651,0.0002506471,0.0003540419,0.0005877222,0.0003443768,0.0003375563,0.0002430441,0.0002081274,0.0002512285],"category_scores_gemma":[0.0005648378,0.0001437523,0.0002142239,0.0004263841,0.0004536791,0.0003368529,0.0002044558,0.0001572546,0.00003222455],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003761334,"about_ca_system_score_gemma":0.0003505433,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006319195,"about_ca_topic_score_gemma":0.009769339,"domain_scores_codex":[0.9998159,0.00002569184,0.00001384403,0.00005445762,0.0000381063,0.00005204556],"domain_scores_gemma":[0.9995688,0.0001609886,0.0001086847,0.00003605444,0.00006632299,0.00005919176],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.001213136,0.0005141466,0.6776702,0.0001588265,0.0001059049,0.001723326,0.0004734066,0.02217028,0.2758237,0.0002210986,0.0001405063,0.01978547],"study_design_scores_gemma":[0.0000448586,0.0004944641,0.9459671,0.000007414107,0.00003682168,0.0002396108,0.0004149079,0.03186907,0.02060865,0.0001549905,0.000138601,0.00002353265],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9997651,0.00001210689,0.0001572124,0.000001469086,6.467858e-7,0.000002465907,0.00001180428,0.000004236229,0.00004500371],"genre_scores_gemma":[0.9997116,0.000009640503,0.0002115168,0.000001693353,0.00000107739,0.000001951947,0.0000352994,6.208041e-7,0.00002662846],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006319195,"threshold_uncertainty_score":0.01256484,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2057557818","doi":"10.1680/wama.2011.164.5.257","title":"Direct integration of Manning-based gradually varied flow equation","year":2011,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Flow (mathematics); Tracing; Computation; Channel (broadcasting); Mathematics; Simple (philosophy); Open-channel flow; Applied mathematics; Potential flow; Differential equation; Calculus (dental); Mathematical analysis; Mathematical optimization; Geometry; Computer science; Algorithm; Mechanics; Physics","authors":[{"name":"Ali R. Vatankhah","is_ca":false},{"name":"Said M. Easa","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01522563501774687,"gpt":0.1836997967257195,"spread":0.1684741617079726,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002898526,0.0003923942,0.0005066692,0.0004262125,0.0002499886,0.0006111976,0.0007998942,0.0006002208,0.00256919],"category_scores_gemma":[0.00115073,0.000204179,0.000464389,0.0003243242,0.0005506665,0.001104572,0.0008930847,0.0008016087,0.0003702126],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005591737,"about_ca_system_score_gemma":0.0006584896,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003329636,"about_ca_topic_score_gemma":0.003000619,"domain_scores_codex":[0.9997897,0.00004043939,0.00001254598,0.00003866058,0.00009403248,0.00002476454],"domain_scores_gemma":[0.9997883,0.00006026317,0.00002258482,0.00003388731,0.00008252734,0.00001249962],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.00009007167,0.00004920547,0.001390949,0.0002401255,0.00003747076,0.0006197917,0.0003332792,0.4234165,0.04692869,0.4475009,0.001826275,0.07756687],"study_design_scores_gemma":[0.000009207937,0.00002192696,0.0002124234,0.00001102529,0.000006521328,0.00009406528,0.00002035368,0.9764523,0.003314836,0.01615454,0.003685032,0.00001775256],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.04352497,0.0006062776,0.9359863,0.0001873531,0.0001627748,0.00008472025,0.0001193608,0.0002550184,0.01907316],"genre_scores_gemma":[0.730224,0.001144656,0.244222,0.0001911605,0.00008341805,0.000204671,0.000169631,0.0001665567,0.02359397],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.003329636,"threshold_uncertainty_score":0.008594811,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2278251902","doi":"10.1680/wama.2010.163.3.111","title":"Heavy metal contamination of river sediments in Vietnam","year":2010,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Heavy metals in environment","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Cadmium; Organic matter; Environmental chemistry; Zinc; Sediment; Environmental science; Nitric acid; Chromium; Wastewater; Irrigation; Contamination; Pollution; Water quality; Environmental engineering; Chemistry; Geology; Agronomy; Inorganic chemistry; Ecology","authors":[{"name":"Nguyễn Thị Lan Hương","is_ca":false},{"name":"O. Masami","is_ca":false},{"name":"Loretta Y. Li","is_ca":true},{"name":"Tomohiro Higashi","is_ca":false},{"name":"Motohei Kanayama","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005158007385593027,"gpt":0.1917894190024848,"spread":0.1866314116168918,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001524854,0.0002683326,0.0002144945,0.0006023507,0.0006873191,0.0007999014,0.0001433255,0.0001487124,0.0006196313],"category_scores_gemma":[0.0002112874,0.0002840965,0.0001287357,0.000737372,0.0003152899,0.0001610384,0.0003860126,0.0001513293,0.0001032645],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008180544,"about_ca_system_score_gemma":0.0009448302,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0442768,"about_ca_topic_score_gemma":0.05946049,"domain_scores_codex":[0.9998389,0.00002267232,0.000013815,0.00004754837,0.00004474763,0.00003225847],"domain_scores_gemma":[0.9998369,0.00001503462,0.00004924037,0.000005563038,0.00006355821,0.00002967323],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.00043223,0.000142153,0.6581743,0.0005501556,0.0001535162,0.003183717,0.007421189,0.001260786,0.2964546,0.0004628077,0.0004114725,0.03135317],"study_design_scores_gemma":[0.00002405891,0.0003161906,0.9572371,0.00005277393,0.00005933351,0.0008639689,0.006051519,0.0006274765,0.02596693,0.0002248095,0.008549497,0.00002635114],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9985815,0.0001639679,0.0001315308,0.00002153418,0.000002451285,0.000008290653,0.0001297905,0.000003883947,0.0009569341],"genre_scores_gemma":[0.9970304,0.0003388029,0.0002911537,0.00003261928,0.000002677023,0.00001092617,0.000320722,0.000005663734,0.001966975],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0442768,"threshold_uncertainty_score":0.08803815,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3195554868","doi":"10.1680/jwama.20.00109","title":"Scouring of sand beds by short impinging turbulent jets","year":2021,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Dimensionless quantity; Jet (fluid); Turbulence; Mechanics; Erosion; Geometry; Angle of repose; Geology; Geotechnical engineering; Physics; Mathematics; Geomorphology","authors":[{"name":"Mahmud Rashedul Amin","is_ca":true},{"name":"N. Rajaratnam","is_ca":true},{"name":"David Z. Zhu","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005349427142306558,"gpt":0.1857002957996992,"spread":0.1803508686573927,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001717002,0.0002877421,0.0003379793,0.0001658997,0.0001802884,0.0004055345,0.0002046407,0.0001722625,0.0003596797],"category_scores_gemma":[0.0004102112,0.0001212415,0.0002330087,0.00012817,0.0003976465,0.0002228966,0.0003098909,0.0003355305,0.00006123424],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003370791,"about_ca_system_score_gemma":0.0002372158,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002151697,"about_ca_topic_score_gemma":0.002367879,"domain_scores_codex":[0.9998665,0.00001732917,0.000010224,0.000024474,0.00004554086,0.00003587828],"domain_scores_gemma":[0.9997507,0.00006524675,0.000074874,0.00001849351,0.00003751511,0.00005325609],"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":[0.0002252608,0.00003131735,0.002115128,0.00003677909,0.000006398144,0.00006784007,0.00004505709,0.001109271,0.9933576,0.00003898935,0.00001222562,0.002954212],"study_design_scores_gemma":[0.00003777691,0.002634642,0.01969437,0.000008245505,0.00001880971,0.00007550308,0.0001534858,0.01345333,0.9635696,0.00007260991,0.0002637114,0.00001787507],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9985689,0.0000675418,0.001226173,0.000005147493,0.000003107316,0.000004543977,0.0000128621,0.00001194173,0.00009980288],"genre_scores_gemma":[0.9986339,0.00007192964,0.0010771,0.000004285388,0.000001885079,0.000003733958,0.00002363085,0.000002310001,0.000181161],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002151697,"threshold_uncertainty_score":0.004278302,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2060561563","doi":"10.1680/wama.12.00028","title":"Reduction of pier scour using bed suction and jet injection","year":2013,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université Laval","funders":"","keywords":"Flume; Pier; Suction; Geotechnical engineering; Jet (fluid); Geology; Volume (thermodynamics); Turbulence; Sediment transport; Sediment; Levee; Flow (mathematics); Mechanics; Geomorphology; Engineering; Structural engineering","authors":[{"name":"Somayeh Soltani-Gerdefaramarzi","is_ca":false},{"name":"Hossein Afzalimehr","is_ca":false},{"name":"Yee‐Meng Chiew","is_ca":false},{"name":"Jacques Gallichand","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006675386218338708,"gpt":0.1832562308297053,"spread":0.1765808446113666,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002251242,0.0004630891,0.0004933183,0.0002617111,0.0001545296,0.0003786133,0.0002932498,0.000296269,0.0006749022],"category_scores_gemma":[0.0004430077,0.0002292073,0.000267178,0.0001915383,0.0003633202,0.0002411167,0.0004629238,0.0002625976,0.0001151857],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000184483,"about_ca_system_score_gemma":0.0002451431,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000887552,"about_ca_topic_score_gemma":0.001063805,"domain_scores_codex":[0.999707,0.00003363552,0.00001720259,0.00004595729,0.0001048903,0.00009127174],"domain_scores_gemma":[0.9997182,0.00006652537,0.00008254807,0.00002341696,0.00005075416,0.00005848],"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":[0.0003934924,0.00003764461,0.001038785,0.00007881493,0.00001014882,0.00005215363,0.00002757879,0.0005708899,0.9935029,0.00001631124,0.0000155304,0.004255771],"study_design_scores_gemma":[0.00004149606,0.002161137,0.01027478,0.000004794877,0.00003547549,0.00005763488,0.0000494717,0.003302416,0.9836447,0.00000959284,0.0004054449,0.00001289975],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9979717,0.0001764932,0.001554953,0.000009946814,0.000008458594,0.00001353322,0.00001361523,0.0000543036,0.000197019],"genre_scores_gemma":[0.9982942,0.0001166536,0.001259897,0.00001085335,0.000005180422,0.000007430271,0.00002611986,0.000007238558,0.0002724639],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.000887552,"threshold_uncertainty_score":0.002257764,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2006808195","doi":"10.1680/wama.12.00102","title":"Determining side-weir discharge coefficient using Anfis","year":2013,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Manitoba","funders":"","keywords":"Weir; Adaptive neuro fuzzy inference system; Discharge coefficient; Coefficient of determination; Linear regression; Regression analysis; Regression; Channel (broadcasting); Inference system; Sensitivity (control systems); Statistics; Environmental science; Mathematics; Hydrology (agriculture); Computer science; Geotechnical engineering; Engineering; Fuzzy logic; Fuzzy control system; Artificial intelligence; Geography; Cartography","authors":[{"name":"Seyed Morteza Seyedian","is_ca":false},{"name":"Mohammadreza Jalili Ghazizadeh","is_ca":false},{"name":"Reza Tareghian","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00693309502142182,"gpt":0.1828499126257008,"spread":0.175916817604279,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003045628,0.0003491785,0.000405023,0.0004424137,0.0001823214,0.000316637,0.0002515652,0.0003418517,0.0007603419],"category_scores_gemma":[0.001194591,0.0001626553,0.0003357834,0.0002840082,0.0001279761,0.0003311324,0.0001750814,0.0002531955,0.0001073556],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002840688,"about_ca_system_score_gemma":0.0002963648,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00736729,"about_ca_topic_score_gemma":0.006657554,"domain_scores_codex":[0.9998237,0.00002615653,0.00001644981,0.00003806458,0.00007489367,0.00002073306],"domain_scores_gemma":[0.9996762,0.0001712484,0.00004012573,0.0000139148,0.00008888301,0.000009528715],"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":[0.0001655339,0.00007414514,0.01445243,0.0001427071,0.00005985761,0.000333184,0.0001439642,0.8631902,0.04308636,0.0006098702,0.0004224091,0.07731925],"study_design_scores_gemma":[0.00000297372,0.00003291645,0.00418093,0.00000466749,0.000008427304,0.00002775228,0.00001588377,0.9918962,0.003598836,0.000101048,0.0001233511,0.000006921312],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8353958,0.0001273169,0.1614997,0.00005386903,0.00001589916,0.00004649748,0.0001946362,0.0004799688,0.002186243],"genre_scores_gemma":[0.9871976,0.00005151526,0.01225735,0.000004942086,0.000002620015,0.00001758413,0.00007128243,0.00000586093,0.0003912938],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00736729,"threshold_uncertainty_score":0.0146488,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2047569983","doi":"10.1680/wama.13.00094","title":"A bridge pier scour model with non-uniform sediments","year":2014,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pier; Geotechnical engineering; Bridge scour; Geology; Channel (broadcasting); Flow (mathematics); Sediment transport; Sediment; Engineering; Structural engineering; Mechanics; Geomorphology","authors":[{"name":"Shaghayegh Pournazeri","is_ca":true},{"name":"S. Samuel Li","is_ca":true},{"name":"Fariborz Haghighat","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005582836341971618,"gpt":0.1779981205040577,"spread":0.172415284162086,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001701603,0.0005136066,0.000491192,0.0003516776,0.0004501945,0.0008688531,0.0008935282,0.001470495,0.00145074],"category_scores_gemma":[0.0005671378,0.0004444414,0.0007094134,0.0003602172,0.0005240669,0.0005647673,0.0006999386,0.0006145926,0.0002893261],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007311086,"about_ca_system_score_gemma":0.001082371,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02748603,"about_ca_topic_score_gemma":0.01233565,"domain_scores_codex":[0.9998978,0.00001761267,0.000006912742,0.00002624954,0.00002612596,0.00002528721],"domain_scores_gemma":[0.9998174,0.0000632532,0.0000348638,0.0000149488,0.0000457747,0.00002365917],"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":[0.00001266947,0.00001141094,0.0005230979,0.000009030558,0.000004009625,0.00005102424,0.00001342807,0.9966369,0.001225952,0.0006280742,0.00006667978,0.0008177413],"study_design_scores_gemma":[0.000003540402,0.000006853143,0.0001283388,0.000001043506,0.000001914539,0.000005239321,0.000004595252,0.9995311,0.000122488,0.000112166,0.00008024964,0.000002377378],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6048293,0.0003896882,0.3703298,0.0004743297,0.00008625335,0.0001364296,0.0007469776,0.0006609167,0.02234641],"genre_scores_gemma":[0.9794618,0.0002065878,0.01159136,0.00004127565,0.00001516508,0.0001010443,0.0002496924,0.00004668668,0.008286306],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02748603,"threshold_uncertainty_score":0.05465209,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2142844577","doi":"10.1680/wama.12.00048","title":"Bottom outlet dam flow: physical and numerical modelling","year":2013,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Polytechnique Montréal; McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Froude number; Electrical conduit; Flow (mathematics); Mechanics; Hydraulic structure; Finite element method; Fictitious force; Engineering; Geotechnical engineering; Geology; Structural engineering; Mechanical engineering; Physics","authors":[{"name":"Farhang Daneshmand","is_ca":true},{"name":"Jan Adamowski","is_ca":true},{"name":"Tahereh Liaghat","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005223349463586746,"gpt":0.1715604828388146,"spread":0.1663371333752279,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001912117,0.0003903273,0.0003809506,0.0004671933,0.0003851173,0.0007120177,0.0006239275,0.0007494451,0.001213071],"category_scores_gemma":[0.0005042388,0.0002594732,0.0004045287,0.0003948,0.0005054975,0.0004709382,0.0003487327,0.0003258351,0.0002272569],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006741208,"about_ca_system_score_gemma":0.0008270591,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01125623,"about_ca_topic_score_gemma":0.005152137,"domain_scores_codex":[0.9998622,0.00002008339,0.000007391976,0.00002178508,0.00006754999,0.00002090846],"domain_scores_gemma":[0.9999037,0.0000352655,0.00001805924,0.000009607695,0.00002558543,0.000007714768],"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":[0.00002949468,0.00004338208,0.002140505,0.00005876736,0.000005668343,0.0001397369,0.0000813334,0.9637476,0.01642623,0.007196669,0.0002915832,0.009839044],"study_design_scores_gemma":[0.000005131832,0.00001940305,0.0009881791,0.000006456199,0.000002962306,0.00002634741,0.00001430666,0.9960807,0.001255651,0.0005778266,0.001015636,0.000007335904],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5043807,0.0005898126,0.467757,0.0002119845,0.0000860098,0.0001994333,0.0005675023,0.001000358,0.02520725],"genre_scores_gemma":[0.9695694,0.0003314126,0.02609284,0.00001965375,0.00001574645,0.0000915596,0.00019951,0.000035129,0.003644706],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01125623,"threshold_uncertainty_score":0.02238142,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2081513063","doi":"10.1680/wama.14.00034","title":"Versatile Muskingum flood model with four variable parameters","year":2014,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydrology and Watershed Management Studies","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Hydrograph; Variable (mathematics); Inflow; Computer science; Model selection; Routing (electronic design automation); Flood myth; Applied mathematics; Mathematical optimization; Mathematics; Meteorology; Artificial intelligence; Geography","authors":[{"name":"Said M. Easa","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006231561645747724,"gpt":0.1616165881451014,"spread":0.1553850264993536,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002431406,0.0005392586,0.0005908526,0.0003335137,0.0004840371,0.0007913283,0.001542508,0.001203924,0.002521922],"category_scores_gemma":[0.0006262099,0.0004061977,0.0008434625,0.0004815209,0.0004470218,0.0009612257,0.0009107817,0.0007513479,0.000324156],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006067673,"about_ca_system_score_gemma":0.0008612982,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008951194,"about_ca_topic_score_gemma":0.007419336,"domain_scores_codex":[0.9998758,0.00003680316,0.000007230914,0.00003079673,0.00002714331,0.00002214684],"domain_scores_gemma":[0.9998263,0.00008440136,0.00002441125,0.00001710113,0.00003125344,0.00001659165],"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":[0.00004363034,0.00001382602,0.0006549658,0.00001719334,0.00001124397,0.00007689987,0.00004008895,0.9851999,0.001671993,0.007464567,0.0003399676,0.004465802],"study_design_scores_gemma":[0.000008897829,0.00001214199,0.0001668083,0.000002513767,0.00000431256,0.00001769958,0.000007012443,0.9972898,0.0003096156,0.001294807,0.0008800836,0.000006387424],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3457726,0.0003590883,0.6246772,0.0006864644,0.0001172677,0.0001462156,0.00151708,0.001341018,0.02538303],"genre_scores_gemma":[0.9340622,0.0001920043,0.04846095,0.00006202815,0.00002186002,0.0002013551,0.0005088698,0.00009925189,0.01639151],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.008951194,"threshold_uncertainty_score":0.01779819,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2090132775","doi":"10.1680/wama.2007.160.3.169","title":"Local scour by submerged offset jets","year":2007,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Windsor","funders":"","keywords":"Tailwater; Froude number; Offset (computer science); Nozzle; Flume; Geology; Geotechnical engineering; Mechanics; Jet (fluid); Geometry; Flow (mathematics); Mathematics; Engineering; Physics; Aerospace engineering","authors":[{"name":"R. Karki","is_ca":true},{"name":"Md Abdullah Al Faruque","is_ca":true},{"name":"Ram Balachandar","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004280240968782554,"gpt":0.181027869005173,"spread":0.1767476280363904,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001106627,0.0003171869,0.0004537546,0.0002624482,0.0002131618,0.0004116405,0.0003183529,0.0002708097,0.0009748051],"category_scores_gemma":[0.0002268484,0.0001443581,0.0003368761,0.0002021869,0.0004051242,0.0003686116,0.0006745691,0.0004399956,0.0001251017],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002390656,"about_ca_system_score_gemma":0.000139545,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0008459097,"about_ca_topic_score_gemma":0.001085934,"domain_scores_codex":[0.9998401,0.00001159259,0.000004723483,0.0000303238,0.00006759458,0.00004557155],"domain_scores_gemma":[0.9997919,0.00004521938,0.00006744148,0.00002425498,0.00003371352,0.00003747074],"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":[0.0002817812,0.00002289337,0.008379017,0.00009383874,0.00001574956,0.001183879,0.0001475335,0.002825431,0.9770482,0.0001010932,0.00003129642,0.009869355],"study_design_scores_gemma":[0.00008654773,0.00285871,0.1844039,0.00004686226,0.00007980887,0.002234877,0.001097764,0.04970404,0.7567981,0.0005235487,0.002084611,0.0000810643],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9962013,0.0002183715,0.003160833,0.000005775903,0.000005715856,0.000005713589,0.00001401777,0.00002691474,0.0003613868],"genre_scores_gemma":[0.9985552,0.00009472992,0.0009129416,0.000009210087,0.000004025048,0.000002525611,0.00003939316,0.000006107244,0.0003758081],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0009748051,"threshold_uncertainty_score":0.00326103,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2259731919","doi":"10.1680/wama.14.00134","title":"Impacts of biological activities on erosion of sewer sediments","year":2015,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Soil erosion and sediment transport","field":"Agricultural and Biological Sciences","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University","funders":"Natural Science Foundation of Zhejiang Province; National Natural Science Foundation of China","keywords":"Erosion; Sediment; Environmental science; Consolidation (business); Sediment transport; Hydrology (agriculture); Geology; Environmental engineering; Soil science; Geotechnical engineering; Geomorphology","authors":[{"name":"Yongchao Zhou","is_ca":false},{"name":"Yan Ma","is_ca":false},{"name":"Lei Fang","is_ca":false},{"name":"Yiping Guo","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02611343055192027,"gpt":0.2082097517742545,"spread":0.1820963212223343,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001956478,0.0003720305,0.0002644155,0.0002532051,0.0002617869,0.0005052822,0.0001650189,0.0002633104,0.001102655],"category_scores_gemma":[0.0004763665,0.0001240597,0.0001980894,0.0001754971,0.0005249537,0.0002230962,0.0003216459,0.0003032641,0.0001095918],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003325593,"about_ca_system_score_gemma":0.0002387503,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001279131,"about_ca_topic_score_gemma":0.001894709,"domain_scores_codex":[0.9997852,0.00004436147,0.00001525177,0.00004432852,0.00005783212,0.00005300474],"domain_scores_gemma":[0.9995146,0.0001424343,0.0001445813,0.00003780344,0.000065555,0.00009516709],"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":[0.002857056,0.0007643819,0.04074731,0.0002111016,0.00007351623,0.0005551919,0.0002544881,0.002078357,0.9389224,0.0001543488,0.00004769157,0.01333414],"study_design_scores_gemma":[0.0001455177,0.0174769,0.3939351,0.00003528763,0.0001518318,0.000397243,0.0008379602,0.004020983,0.5811338,0.0002235846,0.001606969,0.00003470849],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.999592,0.00006700453,0.0000649198,0.000003802537,0.000001831117,0.00000416884,0.00001691202,0.000002965593,0.0002463861],"genre_scores_gemma":[0.9994047,0.00009849334,0.0001260305,0.000007144598,0.000001705418,0.000007068368,0.00003410988,0.00000140357,0.0003193617],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001279131,"threshold_uncertainty_score":0.003688753,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2149839209","doi":"10.1680/wama.900051","title":"Briefing: Discharge coefficient for sluice gates","year":2010,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Northern British Columbia","funders":"","keywords":"Discharge coefficient; Sluice; Flow (mathematics); Flow coefficient; Mathematics; Mechanics; Engineering; Mechanical engineering; Physics; Nozzle; Geography","authors":[{"name":"Sara Bagheri","is_ca":false},{"name":"Hossein Afzalimehr","is_ca":false},{"name":"Jiuling Sui","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004273987016020841,"gpt":0.1816225445289117,"spread":0.1773485575128908,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006991156,0.001606615,0.0008698384,0.003372528,0.0008314308,0.001047957,0.0015557,0.001396817,0.03014161],"category_scores_gemma":[0.00355416,0.000561798,0.0006704269,0.001935651,0.0006335193,0.002715129,0.0006449281,0.001627482,0.02093151],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001324102,"about_ca_system_score_gemma":0.0007667193,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002649098,"about_ca_topic_score_gemma":0.002906349,"domain_scores_codex":[0.9990174,0.00009265154,0.0001613771,0.0002475205,0.0004287129,0.00005237908],"domain_scores_gemma":[0.9981878,0.0006265169,0.0002251706,0.0001021986,0.0007852305,0.00007309837],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.000171657,0.00009172849,0.002516104,0.002834568,0.0000565989,0.001115235,0.0001800451,0.007431177,0.03047128,0.06495487,0.5041324,0.3860443],"study_design_scores_gemma":[0.00002120251,0.0002314569,0.003063674,0.0001959509,0.00003884661,0.001731374,0.00005713154,0.01005574,0.02358203,0.01355986,0.947368,0.000094791],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"methods","genre_gemma":"other","genre_scores_codex":[0.01893221,0.108668,0.5529814,0.01406486,0.08826104,0.001244898,0.01245184,0.006715239,0.1966804],"genre_scores_gemma":[0.181868,0.08322679,0.1476262,0.003800785,0.02177471,0.001455033,0.01174912,0.001398432,0.5471008],"genre_candidate":"other","genre_consensus":null,"teacher_disagreement_score":0.03014161,"threshold_uncertainty_score":0.1008338,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2787944547","doi":"10.1680/jwama.17.00004","title":"Characteristics of the flow field downstream of free and submerged hydraulic jumps","year":2018,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Froude number; Hydraulic jump; Turbulence; Mechanics; Free surface; Turbulence kinetic energy; Shear stress; Open-channel flow; Flow (mathematics); Jet (fluid); Geology; Geotechnical engineering; Physics","authors":[{"name":"Alireza Habibzadeh","is_ca":false},{"name":"N. Rajaratnam","is_ca":true},{"name":"Mark Loewen","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003646221481684145,"gpt":0.1650587899823705,"spread":0.1614125685006863,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002260728,0.0001560558,0.0003159456,0.0004684674,0.0002703747,0.000300653,0.0002560194,0.0002745395,0.001139327],"category_scores_gemma":[0.0007608642,0.0001273902,0.0001395301,0.0002285479,0.0004276522,0.0003463929,0.0002330412,0.0002932319,0.00009069094],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002773775,"about_ca_system_score_gemma":0.000207708,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001415771,"about_ca_topic_score_gemma":0.001921728,"domain_scores_codex":[0.9998651,0.00001178852,0.000006814426,0.00003020374,0.00005044927,0.00003570157],"domain_scores_gemma":[0.9993081,0.0003357029,0.00009428956,0.00003265276,0.0001389642,0.00009015467],"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":[0.001020914,0.0001964942,0.02795747,0.0000740948,0.00001420952,0.0002980851,0.0002898175,0.003589205,0.9545891,0.0002793179,0.00009149809,0.01159978],"study_design_scores_gemma":[0.0001012618,0.00253042,0.5496518,0.00002720413,0.00004986494,0.000245164,0.0005842041,0.06759662,0.3775528,0.0005430719,0.001030497,0.00008704489],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9988908,0.0000162132,0.0007546169,0.000004501599,0.000001771534,0.000007690257,0.00005430563,0.00002842047,0.0002417026],"genre_scores_gemma":[0.999063,0.00001366059,0.0004785875,0.000004096051,0.000001700536,0.000007401452,0.000114764,0.000005419482,0.0003114813],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001415771,"threshold_uncertainty_score":0.003811359,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2032783698","doi":"10.1680/wama.2010.163.10.529","title":"Cedric Masey White and his solution to the pipe flow problem","year":2010,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Water Governance and Infrastructure","field":"Social Sciences","cited_by":5,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"White (mutation); Biography; Acknowledgement; Hydraulics; Work (physics); World War II; Field (mathematics); Sociology; White paper; History; Art history; Classics; Engineering; Computer science; Archaeology; Mathematics; Mechanical engineering","authors":[{"name":"Willi H. Hager","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004599108448965687,"gpt":0.1936341700807142,"spread":0.1890350616317485,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001588619,0.000476371,0.0004393118,0.000863426,0.003869483,0.0031967,0.0008750595,0.003909041,0.01300211],"category_scores_gemma":[0.007197276,0.0003788432,0.0003244309,0.001059498,0.006602454,0.004432744,0.002626449,0.005497103,0.001517446],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.004981386,"about_ca_system_score_gemma":0.003348003,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02439301,"about_ca_topic_score_gemma":0.02309816,"domain_scores_codex":[0.9985023,0.0005907092,0.00004712085,0.0002922488,0.0004166522,0.000151045],"domain_scores_gemma":[0.9984167,0.0008596253,0.00006887789,0.0001176779,0.0003455152,0.0001916092],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00001057979,0.00001143839,0.000116051,0.00002658041,0.000003721984,0.00009121532,0.0005317228,0.0007457376,0.00003663506,0.8919407,0.09521612,0.0112694],"study_design_scores_gemma":[0.00001047585,0.000009248633,0.0001790732,0.00007905341,0.000002903791,0.0000939258,0.0005132344,0.001399447,0.00008136101,0.4457746,0.5518414,0.00001522015],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"commentary","genre_gemma":"empirical","genre_scores_codex":[0.009792767,0.03095015,0.05646151,0.4528743,0.009174907,0.00005201605,0.0001641043,0.0001481412,0.4403821],"genre_scores_gemma":[0.3871806,0.03053348,0.04016528,0.03522348,0.006606938,0.0001592579,0.0002005013,0.0002979854,0.4996324],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.02439301,"threshold_uncertainty_score":0.04850209,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1970949691","doi":"10.1680/wama.13.00056","title":"An efficient multi-layer model for pier scour computations","year":2013,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pier; Geology; Geotechnical engineering; Flow (mathematics); Upstream (networking); Terrain; Turbulence; Cylinder; Mechanics; Engineering; Structural engineering","authors":[{"name":"Shaghayegh Pournazeri","is_ca":true},{"name":"S. Samuel Li","is_ca":true},{"name":"Fariborz Haghighat","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01313333646613955,"gpt":0.2176248504385729,"spread":0.2044915139724334,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003639166,0.0006199677,0.000737515,0.0003994853,0.0006508792,0.001091708,0.001480081,0.001381156,0.002325737],"category_scores_gemma":[0.001072696,0.0005221437,0.0008369575,0.0004191837,0.0005628383,0.001072392,0.001069959,0.0009323907,0.0004755081],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000965893,"about_ca_system_score_gemma":0.001627764,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01356323,"about_ca_topic_score_gemma":0.007361005,"domain_scores_codex":[0.9998191,0.00004352276,0.00001467216,0.00002690057,0.00006303794,0.0000328485],"domain_scores_gemma":[0.9997041,0.0001108256,0.00004558325,0.00003845317,0.00007094643,0.00003015289],"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":[0.00001177156,0.0000118946,0.0001906006,0.00001419887,0.000005491241,0.00002955669,0.00001119834,0.9943634,0.001111385,0.002587226,0.0001289059,0.001534382],"study_design_scores_gemma":[0.000002811316,0.000003240138,0.0000230283,0.000001117561,0.000001037685,0.000001987735,0.000001719526,0.9993944,0.0001002821,0.0002833582,0.0001857005,0.000001355838],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.06670288,0.00035632,0.9192327,0.000338549,0.0001080418,0.0001506894,0.0004381726,0.0008175629,0.01185508],"genre_scores_gemma":[0.8252553,0.0003472675,0.1629697,0.0001079341,0.00004840643,0.0004414834,0.0004879783,0.0002193851,0.01012256],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01356323,"threshold_uncertainty_score":0.02696854,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2937267300","doi":"10.1680/jwama.17.00059","title":"Development of a solar electrocoagulation technology for decentralised water treatment","year":2019,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Advanced oxidation water treatment","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Institut National de la Recherche Scientifique; Université Laval","funders":"","keywords":"Electrocoagulation; Turbidity; Environmental science; Photovoltaic system; Charge controller; Materials science; Environmental engineering; Ultraviolet; Intensity (physics); Current (fluid); Current density; Radiant intensity; Power (physics); Radiation; Optoelectronics; Electrical engineering; Battery (electricity); Optics; Physics; Engineering","authors":[{"name":"J. St-Onge","is_ca":true},{"name":"Anne Carabin","is_ca":true},{"name":"Oumar DIA","is_ca":true},{"name":"Patrick Drogui","is_ca":true},{"name":"Kamal El Haji","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005972659191508165,"gpt":0.1959752021981047,"spread":0.1900025430065965,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001570768,0.000253687,0.0003548429,0.0002555541,0.0001666204,0.0004096985,0.0003951805,0.0004376616,0.001080907],"category_scores_gemma":[0.0001965436,0.0002041626,0.0002714655,0.0002595173,0.0001760575,0.0005166649,0.0002715341,0.0005228048,0.0003120854],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002452231,"about_ca_system_score_gemma":0.0002403315,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007560646,"about_ca_topic_score_gemma":0.001246706,"domain_scores_codex":[0.9998447,0.0000138447,0.00001006128,0.00005369839,0.00005923013,0.00001849666],"domain_scores_gemma":[0.9999098,0.00001197248,0.00002325949,0.00001124562,0.00003021892,0.00001345937],"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":[0.00002600201,0.00005466416,0.0002387931,0.000122863,0.000006377192,0.00004612509,0.00001825578,0.001061429,0.9839157,0.0002157129,0.00006352334,0.01423049],"study_design_scores_gemma":[0.00003698878,0.0006814412,0.004797092,0.00001978661,0.00003582086,0.0004302639,0.00005097768,0.01329639,0.9723183,0.0001873576,0.008129444,0.00001615081],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7303485,0.002990544,0.2598208,0.000262574,0.0001534335,0.000306925,0.0001523535,0.0006237395,0.005341111],"genre_scores_gemma":[0.9090415,0.001335607,0.08418974,0.00007065591,0.00002537558,0.00009989265,0.0001165301,0.00003196938,0.005088754],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001080907,"threshold_uncertainty_score":0.003615975,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4240011206","doi":"10.1680/jwama.14.00028","title":"Multi-criteria optimisation of the Muskingum flood model: a new approach","year":2014,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydrology and Watershed Management Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Outflow; Calibration; Flood myth; Function (biology); Routing (electronic design automation); Process (computing); Mathematics; Mathematical optimization; Computer science; Applied mathematics; Statistics; Meteorology; Physics","authors":[{"name":"Said M. Easa","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01202231724477533,"gpt":0.2001133721293619,"spread":0.1880910548845865,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008802909,0.0008326454,0.0009993345,0.0005819336,0.0004633567,0.001209288,0.001445502,0.001849439,0.001694178],"category_scores_gemma":[0.00161501,0.000635487,0.001120736,0.0006943634,0.0005798228,0.001020649,0.001253462,0.001130215,0.0002570626],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009706533,"about_ca_system_score_gemma":0.001023881,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005822264,"about_ca_topic_score_gemma":0.00560889,"domain_scores_codex":[0.9996287,0.0001666994,0.00001708922,0.00005747187,0.00009620193,0.00003392085],"domain_scores_gemma":[0.9996023,0.0002153676,0.00005302016,0.00002780508,0.0000789008,0.00002272683],"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":[0.000009812697,0.000006491385,0.0001082945,0.00001298836,0.000008574661,0.00001834226,0.00001411897,0.9931962,0.0004554759,0.002355424,0.00008231843,0.003731897],"study_design_scores_gemma":[0.000002179308,0.000005916238,0.00003427066,0.000002474109,0.00000168031,0.000003694767,0.000002339305,0.999035,0.00008580311,0.0006058289,0.0002177212,0.000003103281],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.04417049,0.0003080272,0.9481879,0.0002995701,0.00004404825,0.00005995106,0.00009753324,0.0001953169,0.006637072],"genre_scores_gemma":[0.7858468,0.0003323416,0.2048521,0.0001002013,0.00004617199,0.0002534671,0.0001320122,0.0001691732,0.008267681],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.005822264,"threshold_uncertainty_score":0.01157677,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1995947734","doi":"10.1680/wama.14.00145","title":"Determination of appropriate dimensions of submerged vanes","year":2015,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Queen's University","funders":"","keywords":"Front (military); Sedimentation; Channel (broadcasting); Flow (mathematics); Marine engineering; Environmental science; Mechanics; Engineering; Geology; Mathematics; Geometry; Sediment; Mechanical engineering; Electrical engineering; Physics; Geomorphology","authors":[{"name":"Seyed Hessam Seyed Mirzaei","is_ca":true},{"name":"Ali Reza Firoozfar","is_ca":false},{"name":"Seyed Ali Ayyoubzadeh","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01008267609812349,"gpt":0.1935375934617023,"spread":0.1834549173635788,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006568425,0.0006456412,0.0004691185,0.0006315359,0.0002826193,0.001102113,0.000616934,0.0005533543,0.001282381],"category_scores_gemma":[0.002049722,0.0004135676,0.0003851835,0.0003803136,0.0003499,0.0008024349,0.0005263552,0.0003977362,0.0001983074],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00038939,"about_ca_system_score_gemma":0.0007930808,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001144437,"about_ca_topic_score_gemma":0.00334562,"domain_scores_codex":[0.9995868,0.00007715033,0.0000465662,0.0000761645,0.0001205986,0.00009278369],"domain_scores_gemma":[0.9990491,0.0003488008,0.0002699025,0.0000617129,0.0002189561,0.00005153803],"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":[0.0004175771,0.0001826553,0.0312917,0.001292346,0.00007928556,0.0008888068,0.0004805726,0.5360486,0.2989689,0.007055881,0.001004253,0.1222895],"study_design_scores_gemma":[0.0001046724,0.001974814,0.04806539,0.0003244185,0.0002196612,0.0007250379,0.002506098,0.6100977,0.3170867,0.005031005,0.01365276,0.0002117473],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8906018,0.0006876679,0.1034494,0.00008884842,0.00004807717,0.0001522339,0.0003204572,0.0001243301,0.004527194],"genre_scores_gemma":[0.949189,0.0002569731,0.04984621,0.000005797238,0.000002276788,0.00006476277,0.00009413792,0.00001545771,0.0005253885],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001282381,"threshold_uncertainty_score":0.004290044,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2119591972","doi":"10.1680/wama.14.00028","title":"Multi-criteria optimisation of the Muskingum flood model: a new approach","year":2014,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydrology and Watershed Management Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Outflow; Calibration; Flood myth; Function (biology); Routing (electronic design automation); Process (computing); Mathematical optimization; Computer science; Mathematics; Applied mathematics; Statistics; Meteorology; Physics","authors":[{"name":"Said M. Easa","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01202231724477533,"gpt":0.2001133721293619,"spread":0.1880910548845865,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008802909,0.0008326454,0.0009993345,0.0005819336,0.0004633567,0.001209288,0.001445502,0.001849439,0.001694178],"category_scores_gemma":[0.00161501,0.000635487,0.001120736,0.0006943634,0.0005798228,0.001020649,0.001253462,0.001130215,0.0002570626],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009706533,"about_ca_system_score_gemma":0.001023881,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005822264,"about_ca_topic_score_gemma":0.00560889,"domain_scores_codex":[0.9996287,0.0001666994,0.00001708922,0.00005747187,0.00009620193,0.00003392085],"domain_scores_gemma":[0.9996023,0.0002153676,0.00005302016,0.00002780508,0.0000789008,0.00002272683],"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":[0.000009812697,0.000006491385,0.0001082945,0.00001298836,0.000008574661,0.00001834226,0.00001411897,0.9931962,0.0004554759,0.002355424,0.00008231843,0.003731897],"study_design_scores_gemma":[0.000002179308,0.000005916238,0.00003427066,0.000002474109,0.00000168031,0.000003694767,0.000002339305,0.999035,0.00008580311,0.0006058289,0.0002177212,0.000003103281],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.04417049,0.0003080272,0.9481879,0.0002995701,0.00004404825,0.00005995106,0.00009753324,0.0001953169,0.006637072],"genre_scores_gemma":[0.7858468,0.0003323416,0.2048521,0.0001002013,0.00004617199,0.0002534671,0.0001320122,0.0001691732,0.008267681],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.005822264,"threshold_uncertainty_score":0.01157677,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1987367160","doi":"10.1680/wama.2008.161.6.375","title":"Assessing performance of a permeable biobarrier","year":2008,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Groundwater flow and contamination studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"","keywords":"Plume; Environmental science; Metric (unit); Flux (metallurgy); Mass flux; Groundwater; BTEX; Contamination; Groundwater contamination; Soil science; Geology; Meteorology; Chemistry; Geotechnical engineering; Engineering; Aquifer; Mechanics; Ethylbenzene","authors":[{"name":"Ryan Wilson","is_ca":false},{"name":"Wai-lim Yip","is_ca":false},{"name":"Claudia Naas","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01136827082656317,"gpt":0.1927619806604892,"spread":0.1813937098339261,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001056757,0.0004734769,0.0005247169,0.0004504695,0.0003551895,0.001062211,0.0006544574,0.0006552278,0.0007220735],"category_scores_gemma":[0.002232605,0.0001909553,0.0002522245,0.0004483761,0.0003103823,0.0007756467,0.0006055378,0.0003098146,0.0002591914],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004929972,"about_ca_system_score_gemma":0.0004250434,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003856818,"about_ca_topic_score_gemma":0.004469302,"domain_scores_codex":[0.9990457,0.0001697244,0.00007444752,0.0002018659,0.0004276105,0.00008071365],"domain_scores_gemma":[0.9987844,0.0004016969,0.0002909555,0.00009301562,0.0003697537,0.00006021299],"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":[0.0009274546,0.0003367556,0.03252901,0.000187969,0.00005207927,0.00007156244,0.000334115,0.006634935,0.9299465,0.0001218527,0.00007522422,0.02878251],"study_design_scores_gemma":[0.00002931155,0.01210368,0.1002097,0.00003528197,0.0001159226,0.0001872585,0.0005895802,0.05339375,0.8318452,0.0002000187,0.001204449,0.00008580919],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9957782,0.00008768397,0.003727288,0.00001619551,0.000002687983,0.00002682913,0.0001006127,0.00003141499,0.0002290231],"genre_scores_gemma":[0.991872,0.0001729354,0.007156756,0.00001438865,0.000002743265,0.00002978349,0.0001819664,0.00001300879,0.0005564868],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003856818,"threshold_uncertainty_score":0.007668734,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2100929805","doi":"10.1680/wama.12.00119","title":"Briefing: Direct solution for water surface profile in circular channels","year":2013,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Surface (topology); Flow (mathematics); Surface water; Mathematics; Computer science; Mechanics; Materials science; Geometry; Physics; Engineering; Environmental engineering","authors":[{"name":"Ali R. Vatankhah","is_ca":false},{"name":"Said M. Easa","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00621121527967078,"gpt":0.1746559109459155,"spread":0.1684446956662447,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003007915,0.0005295582,0.000405771,0.0004866639,0.0003816314,0.0005750165,0.0006471321,0.0009089452,0.01569899],"category_scores_gemma":[0.001306142,0.000234485,0.0003925902,0.0005143473,0.0004092685,0.0008304706,0.000563156,0.000776603,0.005448481],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003556469,"about_ca_system_score_gemma":0.0005028162,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001986631,"about_ca_topic_score_gemma":0.002720485,"domain_scores_codex":[0.9997942,0.00003963638,0.00001282846,0.00003821563,0.0001039965,0.0000110098],"domain_scores_gemma":[0.9996006,0.0001521873,0.00002281287,0.00004625463,0.0001625284,0.00001566245],"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":[0.0001147846,0.00009617678,0.000730879,0.001668951,0.00004464386,0.001107997,0.0004031673,0.09973001,0.05729155,0.1330123,0.1059695,0.59983],"study_design_scores_gemma":[0.00004579047,0.000174891,0.0006480716,0.0001517801,0.00003038657,0.000986867,0.0001373176,0.5129542,0.01642142,0.06804872,0.4003482,0.00005234185],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.004200837,0.003910663,0.9676607,0.0008250576,0.003004248,0.00012558,0.0003719179,0.0006965109,0.01920456],"genre_scores_gemma":[0.1502757,0.01286505,0.6211776,0.0009020069,0.003012243,0.0005216016,0.001105773,0.0007903326,0.2093498],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01569899,"threshold_uncertainty_score":0.05251837,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3202678415","doi":"10.1680/jwama.21.00047","title":"Reservoir management under different operating water levels, operation policies and climate change conditions","year":2021,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Water resources management and optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Regina","funders":"","keywords":"Hydropower; Environmental science; Climate change; Hydrology (agriculture); Water resources; Water resource management; Current (fluid); Drainage basin; Water level; Geography; Oceanography; Geology; Ecology","authors":[{"name":"Amin Hassanjabbar","is_ca":true},{"name":"Bahram Saghafian","is_ca":false},{"name":"Iman Sane","is_ca":false},{"name":"Saeed Jamali","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01865801784660422,"gpt":0.2088405825825245,"spread":0.1901825647359203,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001262206,0.0001728904,0.0002095648,0.0004915843,0.0003404169,0.0009083429,0.0004164244,0.0002988347,0.00096132],"category_scores_gemma":[0.001400349,0.0001254193,0.0003261394,0.0008247643,0.0003849448,0.0007404672,0.0004659713,0.0002601807,0.00009547143],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001321423,"about_ca_system_score_gemma":0.001586423,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.009252653,"about_ca_topic_score_gemma":0.01798951,"domain_scores_codex":[0.9994018,0.0001902226,0.00004250808,0.00006962484,0.0001205522,0.0001752948],"domain_scores_gemma":[0.9992074,0.00019893,0.0002695627,0.00004235584,0.0001947461,0.00008699944],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0008871891,0.0009746078,0.5439837,0.0004991267,0.0003257682,0.001602397,0.0009695046,0.2628604,0.03509297,0.004836644,0.002028936,0.1459388],"study_design_scores_gemma":[0.0001224548,0.00194602,0.7749497,0.00009045633,0.0002664739,0.0004799782,0.006146967,0.1800587,0.02415081,0.003003312,0.008630195,0.0001549382],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.995531,0.0001387579,0.001390234,0.0001308009,0.000005658874,0.00004298516,0.0001358613,0.00002344076,0.002601251],"genre_scores_gemma":[0.9986749,0.0001399347,0.0008243425,0.00001308283,0.0000019893,0.0000137371,0.00007225753,0.000002467102,0.000257211],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.009252653,"threshold_uncertainty_score":0.01839763,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2005518147","doi":"10.1680/wama.10.00056","title":"Experimental and numerical simulation of water movement in soil","year":2012,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université Laval","funders":"","keywords":"Macropore; Groundwater recharge; Soil science; Loam; Water content; Soil horizon; Vadose zone; Flow (mathematics); Hydraulic conductivity; Soil water; Water flow; Geology; Hydrology (agriculture); Environmental science; Groundwater; Geotechnical engineering; Mechanics; Aquifer; Chemistry","authors":[{"name":"René Therrien","is_ca":true},{"name":"Zhou Qing","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007452890458565714,"gpt":0.1959876854960173,"spread":0.1885347950374516,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003388058,0.0003727587,0.0004393855,0.0004221017,0.0004060876,0.0004452422,0.0006415549,0.0008067418,0.002417499],"category_scores_gemma":[0.001014624,0.0001897317,0.0002918243,0.0008250142,0.0005994104,0.0004267687,0.0003027011,0.0004808891,0.0001498613],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006088791,"about_ca_system_score_gemma":0.0004481609,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006489023,"about_ca_topic_score_gemma":0.004352808,"domain_scores_codex":[0.9998136,0.00002395619,0.00001420143,0.00004691934,0.00005566312,0.00004570117],"domain_scores_gemma":[0.9991602,0.0004840429,0.00007317746,0.00008624377,0.0001482145,0.00004826197],"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":[0.0001949787,0.0003625966,0.005361977,0.0001569875,0.00001728513,0.0001670558,0.0001043142,0.9586521,0.02575177,0.002369253,0.0003611544,0.006500445],"study_design_scores_gemma":[0.00002933211,0.0001116921,0.001216766,0.000006080034,0.000005241727,0.00001049893,0.00003355641,0.9888115,0.009081075,0.000382688,0.0003030126,0.000008548945],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9755677,0.0001571809,0.01579512,0.000103425,0.00004533437,0.00008008408,0.001194519,0.0002437346,0.00681292],"genre_scores_gemma":[0.9921929,0.00008134962,0.006664527,0.000008743958,0.000004126483,0.00007986883,0.00023771,0.00001164406,0.0007191551],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006489023,"threshold_uncertainty_score":0.0129025,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2018997563","doi":"10.1680/wama.2012.165.3.153","title":"Direct solutions for design of grass-lined channels","year":2012,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Dimensionless quantity; Flow (mathematics); Channel (broadcasting); Range (aeronautics); RADIUS; Open-channel flow; Mathematics; Process (computing); Mechanics; Computer science; Geometry; Engineering; Physics","authors":[{"name":"Said M. Easa","is_ca":true},{"name":"Ali R. Vatankhah","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01672584681662643,"gpt":0.2001827348852531,"spread":0.1834568880686267,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000610872,0.001019169,0.0004444958,0.0006877184,0.0002628398,0.0009706046,0.001079157,0.001114216,0.007618293],"category_scores_gemma":[0.002806806,0.000460395,0.0005260472,0.0004299605,0.000478391,0.0006816328,0.001081606,0.0005980699,0.001287836],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000492097,"about_ca_system_score_gemma":0.0006960346,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007417628,"about_ca_topic_score_gemma":0.001274794,"domain_scores_codex":[0.9996181,0.00009496831,0.00001896922,0.00004945627,0.0001922706,0.00002638181],"domain_scores_gemma":[0.9994484,0.0002242717,0.0000607058,0.00004090321,0.0002066925,0.00001904007],"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":[0.00005840049,0.00005971567,0.0004349239,0.0004262616,0.00002283633,0.0001152943,0.0001933719,0.7661659,0.01630541,0.04824473,0.002719085,0.1652542],"study_design_scores_gemma":[0.00004302984,0.00009130612,0.0001071834,0.0000387021,0.00001385109,0.00006719138,0.00004347856,0.9702791,0.003971019,0.01786231,0.007466652,0.00001622142],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.004322778,0.00008603583,0.9900739,0.00004217564,0.00001890328,0.00004117013,0.00002518009,0.0001946352,0.005195235],"genre_scores_gemma":[0.2618381,0.000381706,0.7280421,0.00008729473,0.00003083047,0.0003976951,0.0001009344,0.000173821,0.008947484],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.007618293,"threshold_uncertainty_score":0.02548569,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2120860132","doi":"10.1680/wama.12.00062","title":"Cobble-bed concentrations and vegetated banks: effects on flow","year":2013,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"École de Technologie Supérieure; Université Laval","funders":"","keywords":"Cobble; Turbulence; Flume; Hydrology (agriculture); Water column; Imbrication; Geology; STREAMS; Acoustic Doppler velocimetry; Environmental science; Flow (mathematics); Geotechnical engineering; Oceanography; Meteorology; Ecology; Geography; Geometry; Mathematics","authors":[{"name":"Hossein Afzalimehr","is_ca":false},{"name":"Ehsan Bagheri","is_ca":false},{"name":"Jacques Gallichand","is_ca":true},{"name":"Louis Dufresne","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003538846480602711,"gpt":0.1656178053179508,"spread":0.1620789588373481,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002603405,0.0002381111,0.0002893837,0.0002656742,0.000202618,0.0004774347,0.0001485188,0.0002907523,0.0007133904],"category_scores_gemma":[0.001188465,0.000204223,0.0001371485,0.0001972004,0.0005154315,0.0002091308,0.0002658562,0.0002249817,0.00008659208],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002818927,"about_ca_system_score_gemma":0.0001977634,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002488598,"about_ca_topic_score_gemma":0.003240367,"domain_scores_codex":[0.9997297,0.00007698319,0.00001932944,0.00006061596,0.00006896314,0.0000443648],"domain_scores_gemma":[0.9985613,0.0007940311,0.0002411335,0.00005899984,0.0001496824,0.0001948632],"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":[0.002849014,0.0002411131,0.07871433,0.00008117173,0.00005363456,0.0002810561,0.0001284116,0.001838198,0.9087059,0.00004140777,0.00003418512,0.007031527],"study_design_scores_gemma":[0.00005803195,0.002819237,0.6707193,0.00001046519,0.00008127064,0.0003089795,0.0002967831,0.004768037,0.3205095,0.00005254764,0.0003473526,0.00002853015],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9996858,0.00006481385,0.0001219394,0.000003653529,0.000001062868,0.000002576042,0.00001576837,0.000002245964,0.0001021465],"genre_scores_gemma":[0.9995789,0.00004140972,0.0002261693,0.000008482177,0.000001099562,0.000002630509,0.00002758453,0.000002129422,0.0001115304],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002488598,"threshold_uncertainty_score":0.004948258,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4366588262","doi":"10.1680/jwama.22.00002","title":"Optimised multi-objective design of weir structures","year":2023,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Water Security Agency","funders":"","keywords":"Weir; Piping; Stability (learning theory); Hydraulic structure; Computer science; Civil engineering; Geotechnical engineering; Geology; Structural engineering; Engineering; Mechanical engineering","authors":[{"name":"Robel Geressu","is_ca":false},{"name":"Tesfaye Haimanot Tarekegn","is_ca":true},{"name":"Ermias Alemu Demissie","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01227447519175388,"gpt":0.2004941750106635,"spread":0.1882196998189096,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001518215,0.0009403572,0.0009401387,0.0008277304,0.0002894759,0.0009430427,0.0007986337,0.001372861,0.002429103],"category_scores_gemma":[0.00216038,0.0005989956,0.0007636411,0.0004991552,0.0005618733,0.000485528,0.0008460517,0.0007233942,0.0003296388],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006026131,"about_ca_system_score_gemma":0.0007464614,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00221703,"about_ca_topic_score_gemma":0.002170772,"domain_scores_codex":[0.9994709,0.0002464923,0.00002288033,0.0000765943,0.0001261349,0.00005693791],"domain_scores_gemma":[0.9991823,0.0005365066,0.0001011203,0.00003015228,0.0001194087,0.00003057219],"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":[0.00001921981,0.00001099137,0.0001174635,0.00004033763,0.000008865474,0.00002323967,0.00001549892,0.9938426,0.0007597045,0.0005863262,0.00007956685,0.004496235],"study_design_scores_gemma":[0.000007547421,0.00003893612,0.00009608591,0.000007777508,0.000005372331,0.000006059568,0.000008716596,0.9988202,0.0003071344,0.0004112829,0.000287524,0.000003316211],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.09727772,0.000724758,0.8861531,0.0001904033,0.00005587457,0.0002137845,0.0001758618,0.000412784,0.01479559],"genre_scores_gemma":[0.7414832,0.0002960379,0.2504042,0.00007883432,0.00002059676,0.0005207572,0.0002016967,0.00009934259,0.006895352],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002429103,"threshold_uncertainty_score":0.00812614,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2120160379","doi":"10.1680/wama.14.00005","title":"Non-iterative design method for flexible channels with bends","year":2014,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Carleton University; Toronto Metropolitan University","funders":"","keywords":"Solver; Flexibility (engineering); Channel (broadcasting); Riprap; Sensitivity (control systems); Optimal design; Computer science; Stability (learning theory); Software; Structural engineering; Engineering; Algorithm; Simulation; Geotechnical engineering; Mathematics; Electronic engineering; Statistics; Machine learning","authors":[{"name":"Said M. Easa","is_ca":true},{"name":"Guoxiong Wu","is_ca":false},{"name":"Abd El Halim Omar Abd El Halim","is_ca":true},{"name":"Miao Yu","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008155784439743248,"gpt":0.2030256270440764,"spread":0.1948698426043332,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001452537,0.0008071778,0.0009904215,0.0006355549,0.0005105094,0.0009818624,0.001243409,0.00123124,0.005958475],"category_scores_gemma":[0.002147637,0.0006882564,0.001138181,0.0004940317,0.0007535653,0.000580706,0.001086012,0.001006166,0.0009431361],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007870694,"about_ca_system_score_gemma":0.002190632,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005629624,"about_ca_topic_score_gemma":0.00584458,"domain_scores_codex":[0.9994355,0.0001941969,0.00002471517,0.00007897578,0.0002159248,0.00005080672],"domain_scores_gemma":[0.9991125,0.0004958414,0.000108187,0.00004956976,0.0002062382,0.00002760084],"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":[0.00002889302,0.00002723318,0.0002770945,0.00009637797,0.00001760212,0.00003671866,0.00007727744,0.9699653,0.002427015,0.006502335,0.000387908,0.02015623],"study_design_scores_gemma":[0.00000737372,0.00002517944,0.00003391937,0.000008473497,0.000003643147,0.00001175835,0.000007912915,0.9969383,0.0004369879,0.001126727,0.00139505,0.000004565349],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.003268591,0.00005937417,0.9933523,0.00003416289,0.00001460019,0.00005640836,0.00002306794,0.0001880777,0.003003289],"genre_scores_gemma":[0.2428926,0.0002221836,0.7448375,0.00008135624,0.00001905912,0.0008692992,0.0001442681,0.0003175693,0.0106162],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.005958475,"threshold_uncertainty_score":0.01993304,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2055749500","doi":"10.1680/wama.11.00067","title":"Particle-tracking model of outfall plumes in a tidal channel","year":2012,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Coastal and Marine Dynamics","field":"Earth and Planetary Sciences","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"","keywords":"Effluent; Outfall; Stratification (seeds); Advection; Plume; Environmental science; Water column; Particle (ecology); Hydrology (agriculture); Environmental engineering; Meteorology; Geology; Oceanography; Geotechnical engineering; Geography; Physics","authors":[{"name":"Song Liu","is_ca":true},{"name":"S. Samuel Li","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01289316643447548,"gpt":0.1833552536763403,"spread":0.1704620872418648,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003286811,0.0005751744,0.0005766862,0.0003806558,0.0006527944,0.0009877011,0.001491259,0.002096986,0.001619607],"category_scores_gemma":[0.001014453,0.0003906441,0.0007064635,0.0005393228,0.0008443266,0.0007945903,0.0008391204,0.0007585287,0.0002273146],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001328669,"about_ca_system_score_gemma":0.001758886,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.07499501,"about_ca_topic_score_gemma":0.02345335,"domain_scores_codex":[0.9998888,0.00002008071,0.000006319116,0.00002819438,0.00002252825,0.00003411989],"domain_scores_gemma":[0.9996595,0.000132829,0.00005433675,0.00001318254,0.00008195556,0.00005817996],"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":[0.00003002614,0.00001791709,0.001007857,0.00001020245,0.000007697678,0.00009377995,0.00002690199,0.9947796,0.001024826,0.002122569,0.0001511491,0.0007275554],"study_design_scores_gemma":[0.000006666146,0.000005422713,0.0001399527,8.426047e-7,0.000001687072,0.000004200663,0.000005243157,0.9995709,0.00004511846,0.0001591043,0.00005832508,0.000002446865],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6970158,0.0004763067,0.2800925,0.000970775,0.0001809887,0.0001866898,0.001123524,0.0005411195,0.01941225],"genre_scores_gemma":[0.9769349,0.0002204862,0.008986337,0.0000792332,0.00002882223,0.0001325375,0.0003331295,0.00004304504,0.01324158],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.07499501,"threshold_uncertainty_score":0.149117,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2063756033","doi":"10.1680/wama.2012.165.3.147","title":"Briefing: Non-iterative solution for positive surge waves","year":2012,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Surge; Phenomenon; Momentum (technical analysis); Simple (philosophy); Applied mathematics; Computer science; Mechanics; Mathematical analysis; Mathematics; Physics; Calculus (dental); Meteorology; Epistemology; Economics","authors":[{"name":"Ali R. Vatankhah","is_ca":false},{"name":"Said M. Easa","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006163395155154567,"gpt":0.1894404300968293,"spread":0.1832770349416748,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006164026,0.0007988395,0.0004503424,0.0004454619,0.0003542803,0.0007980262,0.0005513647,0.0007060889,0.01426688],"category_scores_gemma":[0.003276545,0.0002098663,0.0003972832,0.0005880797,0.000543737,0.0008315297,0.000770545,0.0009426455,0.004045296],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003056798,"about_ca_system_score_gemma":0.0003829879,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0008501233,"about_ca_topic_score_gemma":0.001288011,"domain_scores_codex":[0.9995136,0.0001798692,0.0000364075,0.0000580263,0.0001837836,0.00002824305],"domain_scores_gemma":[0.9990294,0.0005156256,0.0000631343,0.00009483311,0.0002507337,0.00004629173],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.0002635939,0.0001185263,0.000641329,0.0009349547,0.00007603908,0.001104421,0.0002992387,0.1358129,0.02503081,0.1910186,0.1650397,0.4796599],"study_design_scores_gemma":[0.00004932787,0.0001972013,0.0004287575,0.0001220335,0.0000281759,0.0005384269,0.00005000477,0.6226585,0.009824781,0.08998488,0.2760682,0.00004983514],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.005034981,0.002984747,0.9616981,0.001012675,0.006457323,0.00007094118,0.0001317824,0.0007293401,0.02188013],"genre_scores_gemma":[0.1684061,0.009020065,0.5808944,0.001338786,0.009086139,0.0005204596,0.00112517,0.001459913,0.2281491],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.01426688,"threshold_uncertainty_score":0.04772747,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2171960172","doi":"10.1680/wama.2014.167.8.486","title":"Erratum: Particle-tracking model of outfall plumes in a tidal channel","year":2014,"lang":"en","type":"erratum","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"","keywords":"Outfall; Tracking (education); Channel (broadcasting); Particle (ecology); Environmental science; Plume; Marine engineering; Oceanography; Meteorology; Geology; Mechanics; Computer science; Physics; Engineering; Telecommunications; Psychology; Environmental engineering","authors":[{"name":"S. Samuel Li","is_ca":true},{"name":"Song Liu","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0111979479508161,"gpt":0.1939002475968809,"spread":0.1827022996460648,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009791665,0.00115864,0.001158597,0.0009370713,0.001937429,0.001996109,0.002131026,0.004719048,0.03335549],"category_scores_gemma":[0.01148052,0.0006440001,0.001029828,0.001177574,0.0008053051,0.001887362,0.001140847,0.001973444,0.008723112],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001724982,"about_ca_system_score_gemma":0.002764745,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.03354697,"about_ca_topic_score_gemma":0.03088732,"domain_scores_codex":[0.9994701,0.00006769094,0.00007009598,0.00008443827,0.0002715165,0.00003619515],"domain_scores_gemma":[0.9957645,0.00116717,0.0001843466,0.0002508224,0.002421739,0.0002114411],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0002606696,0.00005338327,0.00152299,0.0001843101,0.00004007205,0.001392315,0.00005918961,0.05098946,0.0007582707,0.004691599,0.9218088,0.01823892],"study_design_scores_gemma":[0.0006737334,0.0002911205,0.008282492,0.0006497918,0.0002271456,0.001277312,0.0005227762,0.4071938,0.006355675,0.01779212,0.5563037,0.0004302064],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"editorial","genre_gemma":"other","genre_scores_codex":[0.04025345,0.002756577,0.08878312,0.09503203,0.6864265,0.0004067114,0.03073559,0.005170401,0.05043563],"genre_scores_gemma":[0.2735414,0.004265643,0.0882638,0.01462532,0.02464287,0.0004619439,0.03045028,0.004521304,0.5592274],"genre_candidate":"other","genre_consensus":null,"teacher_disagreement_score":0.03354697,"threshold_uncertainty_score":0.1115852,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4405004151","doi":"10.1680/jwama.23.00049","title":"Applying neural networks combined with Monte Carlo simulation in dam operations to obtain operational, economic and environmental gains","year":2024,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Water Systems and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Impact","funders":"","keywords":"Metropolitan area; Water supply; Artificial neural network; Monte Carlo method; Water resources; Work (physics); Resource (disambiguation); Computer science; Environmental science; Environmental economics; Engineering; Environmental engineering; Artificial intelligence; Geography; Mathematics","authors":[{"name":"Geraldo Cardoso de Oliveira Neto","is_ca":false},{"name":"Valdir Cardoso","is_ca":false},{"name":"Marcos Sebastião de Paula Gomes","is_ca":false},{"name":"Francisco H.R. Bezerra","is_ca":true},{"name":"Saulo V. S. de Lima","is_ca":false},{"name":"Sidnei Alves de Araújo","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006275404183701188,"gpt":0.1827866920466151,"spread":0.1765112878629139,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001289782,0.0007195172,0.0008281695,0.0008441102,0.0003769669,0.0008964792,0.0006001908,0.001112897,0.001184386],"category_scores_gemma":[0.004065196,0.0005166395,0.00049259,0.0008341856,0.000478946,0.0007516286,0.0004845345,0.000777619,0.00009668379],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001326783,"about_ca_system_score_gemma":0.001057926,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02180302,"about_ca_topic_score_gemma":0.0173435,"domain_scores_codex":[0.9995738,0.0002236332,0.00002402699,0.0000464789,0.00007461919,0.00005739728],"domain_scores_gemma":[0.997263,0.002244918,0.0001942998,0.0000662998,0.0001879895,0.00004358505],"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":[0.00002546999,0.00002024878,0.0003042215,0.00001004424,0.000009622881,0.000007816293,0.000004608724,0.9968598,0.00009959815,0.0002214722,0.00002696854,0.002410142],"study_design_scores_gemma":[0.000001475054,0.000006944713,0.00004272706,9.532745e-7,0.000001406698,6.517739e-7,0.000001210041,0.9997849,0.00006840121,0.00007762347,0.00001270046,0.000001044059],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5961789,0.0007483601,0.3905516,0.0005557673,0.000135189,0.0001568346,0.0001163866,0.0005087256,0.0110482],"genre_scores_gemma":[0.9797375,0.0001256618,0.01923502,0.00002908553,0.00001069145,0.00005641061,0.00003498695,0.00001532837,0.0007552851],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02180302,"threshold_uncertainty_score":0.04335225,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4404421921","doi":"10.1680/jwama.2024.177.6.359","title":"Editorial: Navigating uncharted waters: the risks of machine learning in the hands of non-experts","year":2024,"lang":"en","type":"editorial","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Flood Risk Assessment and Management","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Computer science; Data science; Artificial intelligence","authors":[{"name":"Stephen Nash","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00777854982675717,"gpt":0.2452136990531475,"spread":0.2374351492263903,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.009046266,0.005516142,0.005641162,0.004870675,0.004279007,0.01217484,0.005890633,0.02383867,0.02105297],"category_scores_gemma":[0.04942385,0.001782226,0.004455802,0.002406176,0.005016961,0.007880381,0.002109478,0.02683528,0.02129252],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.003466315,"about_ca_system_score_gemma":0.003673039,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001890381,"about_ca_topic_score_gemma":0.003369721,"domain_scores_codex":[0.9907265,0.001314673,0.0011233,0.001651522,0.004634765,0.000549246],"domain_scores_gemma":[0.9478257,0.02752386,0.002368703,0.001354069,0.01624714,0.004680564],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00003352309,0.00001426179,0.00002869953,0.0001912532,0.00001539583,0.00005833125,0.0000151431,0.0000364757,0.00004072857,0.0002241803,0.9958545,0.003487503],"study_design_scores_gemma":[0.00007648555,0.00005107446,0.0003650975,0.0006571818,0.00004686458,0.0002804866,0.00007594507,0.0003393102,0.0001506823,0.001531575,0.9963799,0.00004548986],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"editorial","genre_gemma":"editorial","genre_scores_codex":[0.00004048313,0.003011089,0.0001478027,0.03748959,0.9583305,0.00002019742,0.0001009457,0.0001018257,0.0007575759],"genre_scores_gemma":[0.0003334739,0.002160842,0.0001024455,0.01993565,0.9743557,0.00002465834,0.00003464821,0.00004993312,0.003002784],"genre_candidate":"editorial","genre_consensus":"editorial","teacher_disagreement_score":0.02383867,"threshold_uncertainty_score":0.07042927,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}