{"meta":{"query_hash":"b2969cc0b86b","filters":{"venue":"Coastal Engineering"},"cohort_total":32,"direct_labels_cover":0,"predictions_cover":32,"exported":32,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/b2969cc0b86b","api":"https://metacan.xera.ac/api/v1/cohort?venue=Coastal+Engineering"},"results":[{"id":"W1969330473","doi":"10.1016/s0378-3839(01)00037-0","title":"An investigation of the velocity field under regular and irregular waves over a sand beach","year":2002,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Coastal and Marine Dynamics","field":"Earth and Planetary Sciences","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geology; Field (mathematics); Geotechnical engineering; Hydrology (agriculture); Mathematics","score_opus":0.007431902190922044,"score_gpt":0.16542989827529442,"score_spread":0.15799799608437237,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1969330473","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988508,0.000017944238,0.00022866143,0.000018268967,0.0000037215113,0.0000048217835,0.00006316034,0.000010735194,0.00080182526],"genre_scores_gemma":[0.99924695,0.00003484012,0.00025839312,0.000004202815,0.0000024575127,0.0000018252897,0.00007047933,0.0000033725992,0.0003774595],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99993455,0.000006003967,0.0000041393114,0.000013688033,0.000016557624,0.000025061041],"domain_scores_gemma":[0.9997105,0.00007450516,0.000027465801,0.000023369777,0.00007893334,0.00008530938],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011990586,0.00016384186,0.00032877226,0.0006733939,0.000500035,0.0005509943,0.00025577977,0.00041510045,0.0009543761],"category_scores_gemma":[0.00058751274,0.00018683207,0.00023992239,0.00067730556,0.0004264763,0.00030055846,0.00027171412,0.0003305133,0.000103654565],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0042742337,0.00121726,0.56394076,0.00019301333,0.00023725926,0.0049004424,0.0015855018,0.12334653,0.24076377,0.002485798,0.0013360103,0.05571948],"study_design_scores_gemma":[0.000116908406,0.00072977773,0.7049912,0.000015562135,0.00008505648,0.00048072299,0.0022286077,0.28191236,0.0076559274,0.0005219751,0.0011922292,0.000069662885],"about_ca_topic_score_codex":0.029237991,"about_ca_topic_score_gemma":0.030102188,"teacher_disagreement_score":0.029237991,"about_ca_system_score_codex":0.000351889,"about_ca_system_score_gemma":0.0004799025,"threshold_uncertainty_score":0.05813563},"labels":[],"label_agreement":null},{"id":"W1990079354","doi":"10.1016/j.coastaleng.2008.07.001","title":"Modeling the erosion of cohesive clay coasts","year":2008,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Coastal and Marine Dynamics","field":"Earth and Planetary Sciences","cited_by":103,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Geology; Beach morphodynamics; Intertidal zone; Erosion; Coastal erosion; Sediment; Surf zone; Shore; Geotechnical engineering; Abrasion (mechanical); Waves and shallow water; Wave height; Geomorphology; Coastal engineering; Sediment transport; Oceanography","score_opus":0.010961167718598811,"score_gpt":0.17085529410620187,"score_spread":0.15989412638760306,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1990079354","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9578289,0.00023923085,0.033446513,0.00020480363,0.000039564202,0.000021142605,0.00022843313,0.00015865683,0.0078327935],"genre_scores_gemma":[0.9941636,0.00011259268,0.0032251747,0.00001308708,0.000011191572,0.000009046139,0.00008449079,0.000021156022,0.0023598063],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999169,0.000015118932,0.0000060141706,0.000020468187,0.000014299908,0.000027260001],"domain_scores_gemma":[0.9997131,0.0001137706,0.00004948721,0.000022411434,0.000049641392,0.00005146317],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002010034,0.00051240413,0.0005868798,0.00043270717,0.00053248025,0.0015718447,0.000929157,0.0012457619,0.0016590537],"category_scores_gemma":[0.0011507219,0.00045538793,0.0004881972,0.0005893815,0.00066575466,0.0008891544,0.0007446841,0.0006525086,0.0001539468],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017086733,0.00001655751,0.0023731112,0.0000081214275,0.0000116706005,0.000057330657,0.000019698282,0.9948226,0.00037115315,0.0008134005,0.00006755279,0.0014216212],"study_design_scores_gemma":[0.0000070627225,0.000006777712,0.0004143079,0.0000013273994,0.0000037985449,0.000007849016,0.00001686629,0.99910563,0.00007580582,0.00026644717,0.00009159086,0.000002499955],"about_ca_topic_score_codex":0.059463378,"about_ca_topic_score_gemma":0.036299754,"teacher_disagreement_score":0.059463378,"about_ca_system_score_codex":0.00073513936,"about_ca_system_score_gemma":0.0009374419,"threshold_uncertainty_score":0.118234515},"labels":[],"label_agreement":null},{"id":"W2012246188","doi":"10.1016/s0378-3839(00)00008-9","title":"Coastline changes nearby harbour structures: comparative analysis of one-line models versus field data","year":2000,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Coastal and Marine Dynamics","field":"Earth and Planetary Sciences","cited_by":92,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Canada Excellence Research Chairs, Government of Canada","keywords":"Harbour; Shore; Field (mathematics); Geology; Sediment transport; Sensitivity (control systems); Longshore drift; Computation; Sediment; Oceanography; Geomorphology; Computer science; Engineering; Mathematics; Algorithm","score_opus":0.059547298215943824,"score_gpt":0.25304373031095945,"score_spread":0.19349643209501563,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2012246188","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99692446,0.000062585204,0.001414356,0.0000419751,0.000006538204,0.000012781078,0.0007003874,0.00010578666,0.0007311423],"genre_scores_gemma":[0.9969861,0.00006653142,0.00098623,0.000010004475,0.000005689337,0.000014013618,0.0016523624,0.000048338476,0.0002306929],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99944586,0.00023462539,0.00004261691,0.00016251778,0.0000634164,0.000050983006],"domain_scores_gemma":[0.9894441,0.008311018,0.00053484185,0.00057773915,0.00091551675,0.00021683407],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020110128,0.00055590685,0.0008287521,0.0015996723,0.0003934565,0.0010636618,0.0011386214,0.0010317783,0.0016137295],"category_scores_gemma":[0.0064186044,0.0004249745,0.0013514142,0.0017561644,0.00040362813,0.0012896784,0.00031850534,0.00044410472,0.00037153825],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00093636353,0.00023129415,0.10606705,0.00012079686,0.00039227545,0.00012651412,0.0001997481,0.87792724,0.00096009934,0.0005641835,0.0008337185,0.0116406195],"study_design_scores_gemma":[0.00007665443,0.0002233018,0.06759805,0.000015815036,0.00017341756,0.00006666919,0.00025448296,0.93026686,0.00060944934,0.00029337188,0.00038820153,0.00003370758],"about_ca_topic_score_codex":0.061520755,"about_ca_topic_score_gemma":0.03722008,"teacher_disagreement_score":0.061520755,"about_ca_system_score_codex":0.0012395391,"about_ca_system_score_gemma":0.00062927144,"threshold_uncertainty_score":0.1223253},"labels":[],"label_agreement":null},{"id":"W2039569245","doi":"10.1016/j.coastaleng.2013.08.002","title":"A pragmatic approach to rock toe stability","year":2013,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Coastal and Marine Dynamics","field":"Earth and Planetary Sciences","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Canada Excellence Research Chairs, Government of Canada","keywords":"Geology; Stability (learning theory); Computer science; Geotechnical engineering; Machine learning","score_opus":0.006921411031794569,"score_gpt":0.15931524699269708,"score_spread":0.1523938359609025,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2039569245","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008406218,0.00031368696,0.8338277,0.013378105,0.0005783849,0.00012046984,0.00013749339,0.00012109796,0.14311689],"genre_scores_gemma":[0.6935159,0.0006469341,0.25603512,0.0024369408,0.0012014031,0.00060828635,0.00014264259,0.0003492846,0.0450635],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99670154,0.0011419115,0.0001893457,0.00034787532,0.0013966571,0.00022257671],"domain_scores_gemma":[0.9972632,0.0010163996,0.00019079959,0.0005477466,0.0007833413,0.00019850617],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0032828082,0.0008322483,0.001054258,0.0015220172,0.0033320927,0.003978285,0.002369618,0.0033024098,0.013833002],"category_scores_gemma":[0.013043846,0.0006708263,0.0011272883,0.0008630842,0.0062653883,0.0046790857,0.006156816,0.004168195,0.001739438],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010012604,0.000010641075,0.00007601815,0.00003005571,0.000006723645,0.00005819937,0.00013272044,0.004648456,0.00022491062,0.98604834,0.0017110617,0.007042803],"study_design_scores_gemma":[0.000011779424,0.000017677783,0.000072647344,0.000019807829,0.0000059030476,0.000059807964,0.00010702753,0.014395538,0.00013030325,0.9757431,0.009425289,0.0000111032505],"about_ca_topic_score_codex":0.0019617353,"about_ca_topic_score_gemma":0.0029591632,"teacher_disagreement_score":0.013833002,"about_ca_system_score_codex":0.0019123809,"about_ca_system_score_gemma":0.0029244951,"threshold_uncertainty_score":0.046276033},"labels":[],"label_agreement":null},{"id":"W2116953465","doi":"10.1016/s0378-3839(02)00028-5","title":"Shore Management Guidelines","year":2002,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Oil Spill Detection and Mitigation","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Shore; Geology; Coastal management; Oceanography","score_opus":0.017239486757387065,"score_gpt":0.1992990897796108,"score_spread":0.18205960302222374,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2116953465","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0022211717,0.0025719225,0.013938812,0.011261478,0.002121006,0.0014019721,0.013842684,0.0029472394,0.9496937],"genre_scores_gemma":[0.004114743,0.002822196,0.0180277,0.005615078,0.00024792552,0.0009998434,0.017295146,0.0007700092,0.9501072],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9974963,0.00033640623,0.00028277852,0.00014193729,0.0014908388,0.00025179208],"domain_scores_gemma":[0.9943551,0.00030146824,0.00025812938,0.00042395652,0.004266853,0.00039453717],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002158693,0.00093876827,0.0005741951,0.0028702698,0.0017386881,0.0027338879,0.0023843313,0.0038181432,0.21288143],"category_scores_gemma":[0.0057585426,0.00061270525,0.0007149565,0.0026455869,0.00044840324,0.0018366395,0.0022545476,0.0018441105,0.17332675],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029717688,0.000079685815,0.0004599069,0.00020084623,0.000003543083,0.00008768567,0.00014574119,0.00025032336,0.0007260263,0.004515368,0.88997084,0.10353028],"study_design_scores_gemma":[0.0000080512455,0.0000149946,0.00081622874,0.00012040982,0.0000028488703,0.000043790664,0.00008476972,0.00006165777,0.0001650277,0.0009403,0.99773586,0.000006009953],"about_ca_topic_score_codex":0.022506934,"about_ca_topic_score_gemma":0.058548734,"teacher_disagreement_score":0.21288143,"about_ca_system_score_codex":0.0014183377,"about_ca_system_score_gemma":0.007571767,"threshold_uncertainty_score":0.71215934},"labels":[],"label_agreement":null},{"id":"W2607027167","doi":"10.1016/j.coastaleng.2017.04.003","title":"Evaluation of surface wind fields for prediction of directional ocean wave spectra during Hurricane Sandy","year":2017,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Tropical and Extratropical Cyclones Research","field":"Earth and Planetary Sciences","cited_by":34,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"U.S. Geological Survey; Johns Hopkins University; Deltares; Woods Hole Oceanographic Institution","keywords":"Hindcast; Wind wave model; Buoy; Significant wave height; Wind wave; Storm surge; Storm; Wave model; Geology; Wind speed; Environmental science; Meteorology; Wind direction; Wave height; Climatology; Surge; Oceanography; Physics","score_opus":0.03726966392848625,"score_gpt":0.24950618722108514,"score_spread":0.2122365232925989,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2607027167","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980253,0.000019404328,0.001450262,0.000018872466,0.0000057044426,0.000008692855,0.00006609111,0.000042891294,0.00036289915],"genre_scores_gemma":[0.9990515,0.000014137651,0.0006513387,0.0000026803957,0.0000018486362,0.000003866711,0.00013406818,0.0000030564845,0.00013748922],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999119,0.000027934937,0.000006368333,0.000019422401,0.00001661042,0.000017901682],"domain_scores_gemma":[0.9995307,0.0002460483,0.000031227315,0.000020839703,0.00011123802,0.000059939895],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046380676,0.00044591393,0.00022503496,0.0003786345,0.000293036,0.0004199969,0.00020823006,0.00031371485,0.00034896936],"category_scores_gemma":[0.00089331885,0.00022151542,0.00023333821,0.00018979739,0.00015580011,0.00026957886,0.00015871036,0.00021747868,0.000090174566],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020633065,0.0010335065,0.17625009,0.00006350084,0.00010846141,0.00030520224,0.00015594657,0.7129346,0.037619833,0.00024209033,0.00070626935,0.06851722],"study_design_scores_gemma":[0.00003695114,0.00018042042,0.03591443,0.0000034961204,0.000015431904,0.0000069698085,0.00006435353,0.9605353,0.0031559633,0.000023101633,0.000057023582,0.0000065288978],"about_ca_topic_score_codex":0.023739818,"about_ca_topic_score_gemma":0.016777748,"teacher_disagreement_score":0.023739818,"about_ca_system_score_codex":0.00029325622,"about_ca_system_score_gemma":0.00050997274,"threshold_uncertainty_score":0.047203243},"labels":[],"label_agreement":null},{"id":"W2736957381","doi":"10.1016/j.coastaleng.2017.07.001","title":"Generation and propagation of ship-borne waves - Solutions from a Boussinesq-type model","year":2017,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Coastal and Marine Dynamics","field":"Earth and Planetary Sciences","cited_by":60,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Japan Society for the Promotion of Science","keywords":"Bathymetry; Computation; Nonlinear system; Geology; Wedge (geometry); Mechanics; Wave propagation; Field (mathematics); Range (aeronautics); Marine engineering; Physics; Computer science; Mathematics; Optics; Engineering; Aerospace engineering; Algorithm","score_opus":0.02903124650614448,"score_gpt":0.20562649509468997,"score_spread":0.1765952485885455,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2736957381","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.49512917,0.0003638614,0.47419485,0.00054650987,0.00013399015,0.00020188707,0.0006258185,0.0003680115,0.028435903],"genre_scores_gemma":[0.9554602,0.00024409093,0.0350022,0.0000925262,0.000025476273,0.00015875409,0.0003250623,0.000065569366,0.008626069],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990726,0.000023722167,0.000004249274,0.000017360524,0.000028614942,0.000018727376],"domain_scores_gemma":[0.99979895,0.00005757053,0.00003625077,0.000018901354,0.000062582156,0.00002575003],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002485396,0.00058487954,0.00045423448,0.0003545697,0.00036452734,0.00074555207,0.00077867054,0.00125506,0.001263717],"category_scores_gemma":[0.00087731483,0.00025814888,0.00038208385,0.00028480726,0.0006054181,0.00049800746,0.0006243402,0.00057434203,0.0002531588],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019904757,0.000027271106,0.00087105524,0.000022343653,0.000008388215,0.000066904024,0.000049258408,0.98828924,0.0034198277,0.004780946,0.00022784699,0.0022170693],"study_design_scores_gemma":[0.000002654641,0.0000062458394,0.00009399934,0.000001401345,8.415029e-7,0.000004834366,0.000005168944,0.99928015,0.0001228745,0.0003537058,0.0001263789,0.0000018476334],"about_ca_topic_score_codex":0.020547235,"about_ca_topic_score_gemma":0.0078099305,"teacher_disagreement_score":0.020547235,"about_ca_system_score_codex":0.00050938275,"about_ca_system_score_gemma":0.0007826165,"threshold_uncertainty_score":0.04085529},"labels":[],"label_agreement":null},{"id":"W2905606897","doi":"10.1016/j.coastaleng.2018.12.004","title":"A loading model for an OWC caisson based upon large-scale measurements","year":2018,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Wave and Wind Energy Systems","field":"Engineering","cited_by":58,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Università di Catania; Lembaga Pengelola Dana Pendidikan; Seconda Università degli Studi di Napoli; Queen's University; University of East Anglia; Queen's University Belfast; Università degli Studi di Napoli Federico II","keywords":"Oscillating Water Column; Caisson; Breakwater; Ceiling (cloud); Marine engineering; Surge; Energy (signal processing); Geology; Engineering; Geotechnical engineering; Mechanics; Environmental science; Wave energy converter; Structural engineering; Physics","score_opus":0.037661671702678035,"score_gpt":0.23292946046307522,"score_spread":0.1952677887603972,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2905606897","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3571526,0.0002761016,0.56877774,0.0009845415,0.0003253855,0.000305452,0.005192639,0.007979553,0.059006054],"genre_scores_gemma":[0.9648462,0.00016114302,0.018485982,0.00008012994,0.000024990342,0.00015141597,0.0016872569,0.00043087278,0.014132127],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99982893,0.000022129967,0.000011278643,0.000040925883,0.00006861526,0.000028045046],"domain_scores_gemma":[0.9997727,0.000057240053,0.000024627752,0.000024044108,0.000100358884,0.000020948457],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021290805,0.0008971855,0.0007340659,0.00058649504,0.0007763059,0.001206942,0.0013480476,0.0020119173,0.0042674583],"category_scores_gemma":[0.0006910629,0.0005809272,0.0006426454,0.000900523,0.0003781298,0.0009443014,0.00046636214,0.00089561054,0.0019343909],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000143319585,0.000013112371,0.00053945504,0.00001342048,0.000004621639,0.000043635144,0.000022239346,0.994934,0.0010603628,0.00036946186,0.0005766074,0.002408684],"study_design_scores_gemma":[0.0000056943063,0.0000058773776,0.00040011454,0.000002647813,0.0000034443706,0.000006954231,0.000010523231,0.99878615,0.00025777472,0.00016236823,0.00035088634,0.000007596229],"about_ca_topic_score_codex":0.08070274,"about_ca_topic_score_gemma":0.044038508,"teacher_disagreement_score":0.08070274,"about_ca_system_score_codex":0.0011466842,"about_ca_system_score_gemma":0.0015304572,"threshold_uncertainty_score":0.16046596},"labels":[],"label_agreement":null},{"id":"W2972311531","doi":"10.1016/j.coastaleng.2019.103560","title":"SPH simulation of floating structures with moorings","year":2019,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Fluid Dynamics Simulations and Interactions","field":"Engineering","cited_by":181,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Prince Edward Island","funders":"European Regional Development Fund; Horizon 2020 Framework Programme; Consellería de Economía, Emprego e Industria, Xunta de Galicia; Universidade de Vigo; Universiteit Gent; Università degli Studi di Firenze; Ministerio de Economía y Competitividad; Fonds Wetenschappelijk Onderzoek","keywords":"Mooring; Seabed; Marine engineering; Submarine pipeline; Coupling (piping); Geology; Breakwater; Offshore wind power; Mechanics; Engineering; Physics; Aerospace engineering; Geotechnical engineering; Oceanography; Mechanical engineering","score_opus":0.0036964109490748207,"score_gpt":0.18948234734429564,"score_spread":0.1857859363952208,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2972311531","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90345126,0.00022058112,0.051753905,0.0005907872,0.00020433597,0.0000858995,0.0007836772,0.000714734,0.042194873],"genre_scores_gemma":[0.99117965,0.000047718862,0.005220701,0.000045408502,0.000030964937,0.000022803757,0.00017436765,0.000053580992,0.0032248038],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998172,0.000032687687,0.000008915964,0.000022565833,0.00006693022,0.000051629326],"domain_scores_gemma":[0.9994785,0.00018963401,0.0000518388,0.00005379793,0.000078473,0.0001477391],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018200354,0.00057274336,0.0006994745,0.00046689698,0.000806555,0.001029824,0.0012274886,0.0016647617,0.0037870584],"category_scores_gemma":[0.0013314944,0.000491896,0.0006598837,0.00063634495,0.0009768347,0.00062876125,0.0014969291,0.00088849256,0.00033396643],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005347279,0.00003124703,0.0014783063,0.000015017516,0.000020334477,0.00017591623,0.000054238615,0.992649,0.0011622419,0.0020962583,0.0002781482,0.0019857474],"study_design_scores_gemma":[0.00002866244,0.000021042308,0.00059498375,0.000003870518,0.0000035405455,0.000018733755,0.000030740517,0.9981419,0.00036229228,0.00047785588,0.00030916726,0.000007261583],"about_ca_topic_score_codex":0.027068984,"about_ca_topic_score_gemma":0.010019154,"teacher_disagreement_score":0.027068984,"about_ca_system_score_codex":0.00080677215,"about_ca_system_score_gemma":0.00096776977,"threshold_uncertainty_score":0.053822815},"labels":[],"label_agreement":null},{"id":"W3085499994","doi":"10.1016/j.coastaleng.2020.103777","title":"The impact of tsunami wave force on elevated coastal structures","year":2020,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Faculty of Engineering, McGill University","keywords":"Froude number; Slab; Geology; Normalization (sociology); Moment (physics); Seismology; Mechanics; Computer simulation; Geotechnical engineering; Geodesy; Physics; Geophysics; Classical mechanics","score_opus":0.008335770843549306,"score_gpt":0.20296412667924085,"score_spread":0.19462835583569155,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3085499994","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99211955,0.00004260676,0.00018114445,0.000028571047,0.0000053841068,0.000003164474,0.0000628658,0.000006583604,0.0075501087],"genre_scores_gemma":[0.9989126,0.00003721573,0.000029179191,0.00000522624,0.000002845612,8.2290694e-7,0.000026351376,0.00000227879,0.0009836573],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998933,0.00001834211,0.000003997772,0.000009839524,0.00002982049,0.000044679622],"domain_scores_gemma":[0.999559,0.00015806714,0.000041685133,0.0000198472,0.00013568159,0.00008568952],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013357264,0.00024286927,0.00014472086,0.0006200522,0.000535707,0.0006574882,0.00024303768,0.00033360682,0.007899013],"category_scores_gemma":[0.0011353478,0.00013124087,0.00020211845,0.00040816216,0.0004186426,0.0002595727,0.0004922051,0.0003035783,0.00070029154],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0047017937,0.00087932806,0.5666543,0.00021646036,0.0002599068,0.0060603316,0.0017860861,0.111706704,0.16385004,0.0073330193,0.0021066882,0.1344453],"study_design_scores_gemma":[0.00002320009,0.00037503353,0.97030413,0.000012974761,0.00006418904,0.00029500783,0.0013959836,0.018761078,0.006807447,0.0006361868,0.0013063711,0.00001843333],"about_ca_topic_score_codex":0.013906617,"about_ca_topic_score_gemma":0.017628139,"teacher_disagreement_score":0.013906617,"about_ca_system_score_codex":0.0004713983,"about_ca_system_score_gemma":0.00030960323,"threshold_uncertainty_score":0.02765137},"labels":[],"label_agreement":null},{"id":"W3105247210","doi":"10.1016/j.coastaleng.2020.103815","title":"Numerical simulation of impulse wave generation by idealized landslides with OpenFOAM","year":2020,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":62,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"H2020 Marie Skłodowska-Curie Actions; Horizon 2020; Horizon 2020 Framework Programme; Universität Innsbruck; European Commission","keywords":"Landslide; Shallow water equations; Parametric statistics; Geology; Computer science; Scaling; Mechanics; Applied mathematics; Mathematics; Geotechnical engineering; Geometry; Physics","score_opus":0.011287515337350465,"score_gpt":0.19879810609212248,"score_spread":0.187510590754772,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3105247210","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96204644,0.00029207545,0.024989761,0.00023813233,0.00009164549,0.000073637464,0.00064144767,0.00044734502,0.011179619],"genre_scores_gemma":[0.9868858,0.00010676009,0.011112224,0.000034361612,0.0000099995905,0.00006871658,0.0003596949,0.00003037505,0.0013921368],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998357,0.00003398238,0.0000105975905,0.000019664043,0.000050076636,0.000049873655],"domain_scores_gemma":[0.9994455,0.00031618297,0.00007544727,0.000027133341,0.0000768373,0.000058908143],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002683659,0.0005159102,0.0006004591,0.0004802757,0.0005218011,0.0007616887,0.0009789845,0.0012061858,0.0021677641],"category_scores_gemma":[0.0011616101,0.00021503572,0.00054646994,0.00044580238,0.000734033,0.0003933974,0.0006573732,0.0005792497,0.00013218421],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011486544,0.00011605619,0.0032848157,0.000065368076,0.000023396677,0.00022571297,0.00010542928,0.9871436,0.0031932,0.0019914114,0.00034326222,0.0033929613],"study_design_scores_gemma":[0.000015808091,0.000030278,0.000583207,0.0000072273533,0.0000036166814,0.000013940019,0.000027663325,0.99819857,0.00065403944,0.0002245518,0.00023543087,0.000005619572],"about_ca_topic_score_codex":0.012782597,"about_ca_topic_score_gemma":0.005279072,"teacher_disagreement_score":0.012782597,"about_ca_system_score_codex":0.0005447764,"about_ca_system_score_gemma":0.000648495,"threshold_uncertainty_score":0.025416374},"labels":[],"label_agreement":null},{"id":"W3157660133","doi":"10.1016/j.coastaleng.2021.103913","title":"Numerical modelling of alongshore variability in waves and wave-driven currents during the morphodynamic change of a laboratory beach","year":2021,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Coastal and Marine Dynamics","field":"Earth and Planetary Sciences","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Foundation for Innovation","keywords":"Swash; Geology; Surf zone; Breaking wave; Storm; Wave model; Wave setup; Wave shoaling; Wave height; Beach morphodynamics; Sediment transport; Longshore drift; Wave flume; Wave tank; Mechanics; Wave propagation; Geomorphology; Meteorology; Oceanography; Physics; Sediment; Mechanical wave; Longitudinal wave","score_opus":0.013937375709733597,"score_gpt":0.18187098654017766,"score_spread":0.16793361083044406,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3157660133","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979419,0.000010601633,0.0009037983,0.00004012857,0.000005337948,0.000006710526,0.000107376305,0.00002801738,0.0009561406],"genre_scores_gemma":[0.99908054,0.000011711211,0.0004676718,0.0000038424146,0.0000016495725,0.000006697188,0.00006848457,0.0000059032964,0.00035346538],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992585,0.000014137722,0.0000070264405,0.000018058538,0.000010450144,0.000024480407],"domain_scores_gemma":[0.9995906,0.00017514988,0.00005495459,0.000040005147,0.00006431893,0.00007503319],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019767146,0.00028911978,0.0003280578,0.00033902776,0.00047944553,0.00082833756,0.0006855034,0.00070262054,0.0012969144],"category_scores_gemma":[0.0011058646,0.00029676518,0.00051023724,0.0004023598,0.0006303408,0.0004159721,0.00039732104,0.0005971273,0.00012832778],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032724807,0.00027096993,0.02873043,0.000024833094,0.000052350875,0.0002835059,0.00013486393,0.954957,0.010509024,0.00090257864,0.00029905693,0.0035081601],"study_design_scores_gemma":[0.000026434747,0.000079308295,0.008948177,0.0000017992656,0.000010647886,0.000014805869,0.00006954666,0.9900557,0.000595633,0.000102886755,0.00008464315,0.000010423988],"about_ca_topic_score_codex":0.047267027,"about_ca_topic_score_gemma":0.027812412,"teacher_disagreement_score":0.047267027,"about_ca_system_score_codex":0.0009963841,"about_ca_system_score_gemma":0.000868017,"threshold_uncertainty_score":0.09398377},"labels":[],"label_agreement":null},{"id":"W4286510207","doi":"10.1016/j.coastaleng.2022.104178","title":"Collapse processes and associated loading of square light-frame timber structures due to bore-type waves","year":2022,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique","funders":"Volkswagen Foundation","keywords":"Square (algebra); Frame (networking); Geology; Type (biology); Geometry; Computer science; Telecommunications; Mathematics; Paleontology","score_opus":0.004283924624716442,"score_gpt":0.1869683947927433,"score_spread":0.18268447016802686,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4286510207","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99854726,0.000018334214,0.00048434557,0.0000043541927,0.000001327241,0.000006384167,0.000039769868,0.000011495085,0.00088674075],"genre_scores_gemma":[0.99958843,0.000014453955,0.000082919374,9.3311206e-7,7.598949e-7,0.0000017321066,0.000034778284,0.0000025456604,0.0002735281],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999442,0.0000066552684,0.0000027415572,0.0000072134585,0.00001800676,0.000021141912],"domain_scores_gemma":[0.99978846,0.00006271521,0.00004977038,0.000012506253,0.000048289417,0.000038259976],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000100917525,0.00019848564,0.00015005286,0.0006123605,0.00028007608,0.00025219226,0.00020461438,0.00022126129,0.0024184266],"category_scores_gemma":[0.0005269568,0.00018884192,0.0001568281,0.0003161251,0.00039502294,0.00018163548,0.00026774305,0.00016771303,0.0002738616],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0037098108,0.0009646907,0.14601316,0.00016015083,0.000089388566,0.0038828203,0.001539588,0.124420635,0.67103267,0.0039388724,0.0011549382,0.043093316],"study_design_scores_gemma":[0.000031097272,0.0005361474,0.6745842,0.000012432225,0.000032805725,0.0004544231,0.0008040804,0.27438414,0.047875542,0.00080336176,0.0004412079,0.000040471554],"about_ca_topic_score_codex":0.0029553308,"about_ca_topic_score_gemma":0.003596238,"teacher_disagreement_score":0.0029553308,"about_ca_system_score_codex":0.00020079996,"about_ca_system_score_gemma":0.00012027196,"threshold_uncertainty_score":0.008090436},"labels":[],"label_agreement":null},{"id":"W4322617788","doi":"10.1016/j.coastaleng.2023.104290","title":"Modelling beach morphological responses near coastal structures under oblique waves driven by sea-breezes","year":2023,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Coastal and Marine Dynamics","field":"Earth and Planetary Sciences","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Dirección General de Asuntos del Personal Académico, Universidad Nacional Autónoma de México; Natural Sciences and Engineering Research Council of Canada; Consejo Nacional de Ciencia y Tecnología","keywords":"Beach morphodynamics; Geology; Breakwater; Swash; Accretion (finance); Plage; Sediment transport; Oblique case; Longshore drift; Shore; Erosion; Geomorphology; Oceanography; Sediment","score_opus":0.015422175359339351,"score_gpt":0.2041186901652146,"score_spread":0.18869651480587527,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4322617788","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9937524,0.000031326155,0.004129443,0.00006183166,0.000022015198,0.000011232452,0.0001108857,0.00005985921,0.0018210281],"genre_scores_gemma":[0.9984092,0.000030502651,0.0006804809,0.000009243584,0.000005272615,0.000005761254,0.000062814244,0.000012664483,0.00078413833],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991524,0.000014187168,0.000005135626,0.000019536084,0.000011596778,0.00003433912],"domain_scores_gemma":[0.99956995,0.0002048179,0.000050479706,0.00003364746,0.00005780632,0.00008330685],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017778751,0.0005205555,0.0004791718,0.00034923162,0.00036268184,0.00097248505,0.00073763175,0.0015442822,0.0020605812],"category_scores_gemma":[0.0012855246,0.00054660306,0.0007006186,0.00045303436,0.0006493039,0.00068201846,0.00057276705,0.0005981666,0.00021494288],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006812178,0.00004430816,0.004184009,0.000013233266,0.000020701189,0.00012727734,0.000029886767,0.9920495,0.0022144944,0.00020422692,0.00008109413,0.0009631479],"study_design_scores_gemma":[0.000009168851,0.000018019833,0.0019436948,0.0000013661189,0.0000049326623,0.0000062751337,0.0000342219,0.99775714,0.00013733571,0.000058220015,0.00002524609,0.0000043148525],"about_ca_topic_score_codex":0.03652446,"about_ca_topic_score_gemma":0.021687042,"teacher_disagreement_score":0.03652446,"about_ca_system_score_codex":0.00060180033,"about_ca_system_score_gemma":0.00059170526,"threshold_uncertainty_score":0.07262373},"labels":[],"label_agreement":null},{"id":"W4323537411","doi":"10.1016/j.coastaleng.2023.104292","title":"Nonstationary frequency analysis of compound flooding in Canada's coastal zones","year":2023,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Hydrology and Drought Analysis","field":"Environmental Science","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Coastal flood; Flooding (psychology); Environmental science; Flood myth; Multivariate statistics; Pluvial; Copula (linguistics); Climate change; Climatology; Hydrology (agriculture); Physical geography; Geology; Econometrics; Statistics; Geography; Mathematics; Oceanography; Sea level rise; Geotechnical engineering","score_opus":0.006265798424447309,"score_gpt":0.19243134587208657,"score_spread":0.18616554744763927,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4323537411","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983986,0.000026952323,0.00091758004,0.000019573872,0.0000014195988,0.0000034211175,0.00020906971,0.000009984312,0.0004133813],"genre_scores_gemma":[0.9989373,0.000024204637,0.0005037396,0.0000023451673,0.0000017841687,0.000002036087,0.00021000305,0.000002858079,0.00031565715],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9999137,0.0000091341235,0.0000035640348,0.000015945681,0.000030207546,0.000027499746],"domain_scores_gemma":[0.9996247,0.00012769892,0.000039047427,0.000018345756,0.00014704673,0.000043061675],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020362958,0.00015181674,0.00021191566,0.0008657219,0.0006259164,0.0005338859,0.00029605447,0.00013974863,0.0005995853],"category_scores_gemma":[0.0009001568,0.00010455744,0.00014649455,0.0009907028,0.00026247144,0.0002153831,0.0001914554,0.00018200095,0.00003664031],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00049954484,0.00016387225,0.5832307,0.00006826731,0.00020843706,0.0005284914,0.0007748299,0.3017063,0.02421615,0.0048584384,0.0016205631,0.08212442],"study_design_scores_gemma":[0.00001118561,0.000015428384,0.6699946,0.0000040494056,0.000023585459,0.0000353038,0.00030391332,0.32754397,0.0010253355,0.00046969228,0.00055324595,0.00001976969],"about_ca_topic_score_codex":0.8026461,"about_ca_topic_score_gemma":0.8717505,"teacher_disagreement_score":0.1973539,"about_ca_system_score_codex":0.0028375767,"about_ca_system_score_gemma":0.0028064088,"threshold_uncertainty_score":0.39703226},"labels":[],"label_agreement":null},{"id":"W4384831870","doi":"10.1016/j.coastaleng.2023.104372","title":"Nearshore wave angles and directional variability during storm events","year":2023,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Coastal and Marine Dynamics","field":"Earth and Planetary Sciences","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Geological Survey of Canada","funders":"School of Graduate Studies, Queen's University; Natural Sciences and Engineering Research Council of Canada","keywords":"Swash; Geology; Bathymetry; Refraction; Beach morphodynamics; Reflection (computer programming); Wave propagation; Geophysics; Sediment transport; Geomorphology; Sediment; Physics; Optics; Oceanography","score_opus":0.007070379102168903,"score_gpt":0.16830259169433873,"score_spread":0.16123221259216983,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4384831870","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992316,0.000022426098,0.000060000926,0.000004336735,0.0000020986827,0.0000012046422,0.0002374545,0.0000022212278,0.0004387263],"genre_scores_gemma":[0.9991435,0.00003476178,0.000034132136,0.0000038343283,0.0000035317091,0.0000016330963,0.00047163342,0.0000032088137,0.0003037126],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9999312,0.000009802741,0.0000067588776,0.00001499411,0.000014477843,0.000022716711],"domain_scores_gemma":[0.9994779,0.00020969952,0.00011364137,0.00002598169,0.000071046685,0.00010172796],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013424606,0.00011197284,0.00015364558,0.0004882437,0.00022278777,0.00041787967,0.000087074084,0.00016535498,0.0012530163],"category_scores_gemma":[0.0009653828,0.00011036727,0.00014143738,0.00061570917,0.00013709764,0.00023723232,0.00023002918,0.00019322477,0.00029744982],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013400302,0.00007491265,0.9799867,0.000016803097,0.000061725565,0.00019997178,0.00035536994,0.0012072551,0.008483953,0.00009865026,0.0002370282,0.007937532],"study_design_scores_gemma":[0.000004135954,0.00003694332,0.99911016,0.0000018845662,0.00000719983,0.000059719692,0.00013778752,0.00037229978,0.00015114811,0.000025507583,0.00009099671,0.0000022651059],"about_ca_topic_score_codex":0.0043895743,"about_ca_topic_score_gemma":0.0097092055,"teacher_disagreement_score":0.0043895743,"about_ca_system_score_codex":0.00012307752,"about_ca_system_score_gemma":0.00011421318,"threshold_uncertainty_score":0.008728087},"labels":[],"label_agreement":null},{"id":"W4386047269","doi":"10.1016/j.coastaleng.2023.104381","title":"Improving WAVEWATCH III hindcasts with machine learning","year":2023,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Ocean Waves and Remote Sensing","field":"Earth and Planetary Sciences","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BGC Engineering (Canada)","funders":"Centro de Investigación e Innovación en Energía Marina","keywords":"Hindcast; Significant wave height; Mean squared error; Computer science; Artificial neural network; Wind wave; Wave height; Meteorology; Environmental science; Artificial intelligence; Machine learning; Geology; Mathematics; Statistics; Physics","score_opus":0.005319426876982544,"score_gpt":0.15660379881842207,"score_spread":0.1512843719414395,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386047269","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6033968,0.001123577,0.3503712,0.00089110323,0.0011063043,0.00021429636,0.010189946,0.02525008,0.007456762],"genre_scores_gemma":[0.8208553,0.0003072725,0.1511051,0.00017033512,0.0001341662,0.00008372095,0.020849112,0.00069199875,0.005802918],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999694,0.00005054513,0.000028132388,0.000087944536,0.000095456875,0.000044001823],"domain_scores_gemma":[0.99882656,0.00030364605,0.0000840898,0.0002719528,0.0004615708,0.00005229093],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011954478,0.000758532,0.0007303454,0.001292684,0.00039461002,0.0011279753,0.0009751999,0.00057096704,0.0022106152],"category_scores_gemma":[0.0037063106,0.00032563414,0.0005993396,0.0010109041,0.00017230026,0.0012825258,0.00069706456,0.0012458278,0.001503144],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00053157,0.00033387926,0.021844912,0.00014582211,0.00022979268,0.00020677141,0.00012843008,0.44971058,0.014842472,0.0010464406,0.019350093,0.49162924],"study_design_scores_gemma":[0.00003221302,0.00004699993,0.005096219,0.000012662702,0.000020410998,0.00002363485,0.00004807913,0.98092204,0.009354543,0.00045994707,0.003962026,0.000021255802],"about_ca_topic_score_codex":0.019357067,"about_ca_topic_score_gemma":0.02400582,"teacher_disagreement_score":0.019357067,"about_ca_system_score_codex":0.00065949047,"about_ca_system_score_gemma":0.0009492343,"threshold_uncertainty_score":0.038488746},"labels":[],"label_agreement":null},{"id":"W4387005244","doi":"10.1016/j.coastaleng.2023.104398","title":"Data assimilation of hyper-local water level sensors for real-time monitoring of coastal inundation","year":2023,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Tropical and Extratropical Cyclones Research","field":"Earth and Planetary Sciences","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Georgia Water Resources Institute, Georgia Institute of Technology; National Oceanic and Atmospheric Administration; Egg Farmers of Canada; Georgia Institute of Technology","keywords":"Environmental science; Data assimilation; Covariance; Estuary; Water level; Covariance function; Tide gauge; Flood myth; Remote sensing; Empirical orthogonal functions; Meteorology; Computer science; Oceanography; Sea level; Geology; Geography; Cartography; Statistics; Machine learning","score_opus":0.07574237704039719,"score_gpt":0.27530989092979885,"score_spread":0.19956751388940167,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387005244","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.83349776,0.00006732691,0.16411556,0.00012354284,0.00002347157,0.000022385988,0.00021301041,0.0004988813,0.0014381756],"genre_scores_gemma":[0.979287,0.000035316076,0.020275433,0.000013186902,0.0000040569685,0.000012736734,0.00015092576,0.000016466582,0.00020479424],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9999324,0.000015794722,0.0000047964663,0.000020977013,0.00001781993,0.000008300372],"domain_scores_gemma":[0.9998883,0.000027587754,0.000025888257,0.000022490736,0.000026497279,0.000009268188],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021662046,0.0003165588,0.0002037024,0.0002005233,0.00014948804,0.000266624,0.00033417373,0.00023287658,0.00024027903],"category_scores_gemma":[0.00056661235,0.0001524264,0.00030627666,0.00030314937,0.00015551869,0.00037292307,0.00043576452,0.00032138723,0.000060369755],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000051901257,0.000099918434,0.021938948,0.000032235846,0.0000694358,0.00006976396,0.00009346692,0.90586597,0.024878763,0.0013494169,0.00043977093,0.045110483],"study_design_scores_gemma":[0.000004085258,0.000011829838,0.0037764972,0.0000013163656,0.000004438406,0.000002752171,0.000012796545,0.99443203,0.0014560187,0.00015862146,0.00013512204,0.000004546356],"about_ca_topic_score_codex":0.0111664,"about_ca_topic_score_gemma":0.01771951,"teacher_disagreement_score":0.0111664,"about_ca_system_score_codex":0.00024100911,"about_ca_system_score_gemma":0.00044591477,"threshold_uncertainty_score":0.02220279},"labels":[],"label_agreement":null},{"id":"W4390579181","doi":"10.1016/j.coastaleng.2023.104446","title":"In memoriam Bill (Jan Willem – John William) Kamphuis","year":2024,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Historical Psychiatry and Medical Practices","field":"Psychology","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Philosophy; Art history; Art","score_opus":0.01351944949764094,"score_gpt":0.2922692216898597,"score_spread":0.27874977219221875,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390579181","genre_codex":"editorial","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0002002821,0.0051073963,0.0001749031,0.45393708,0.5316201,0.000023420305,0.000094184594,0.00007563528,0.008766997],"genre_scores_gemma":[0.00515723,0.0045026494,0.00034949332,0.44324583,0.28942707,0.000098688986,0.000115053874,0.00017127558,0.25693277],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9973515,0.0004822561,0.00020274376,0.0005223625,0.0010500875,0.00039106916],"domain_scores_gemma":[0.99242276,0.001943867,0.00060243526,0.00042033297,0.0029464846,0.0016641258],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0037210595,0.0013661126,0.0014889905,0.0008436486,0.00537475,0.0070806984,0.0019893348,0.011198051,0.025046092],"category_scores_gemma":[0.023783365,0.0007130519,0.001023447,0.00046032408,0.0032328533,0.0036968288,0.005005753,0.02488154,0.021672802],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000074748104,0.0000033330227,0.000027781323,0.000014185834,0.0000026283305,0.000059054793,0.000042656142,0.0000075172384,0.000025772768,0.0008321258,0.9970989,0.0018784972],"study_design_scores_gemma":[0.000004942619,0.0000054718885,0.00022301619,0.000084143394,0.0000042173615,0.000099706194,0.00017861639,0.000023509725,0.00005129088,0.00096847437,0.99834764,0.00000889053],"about_ca_topic_score_codex":0.0069738897,"about_ca_topic_score_gemma":0.015606544,"teacher_disagreement_score":0.025046092,"about_ca_system_score_codex":0.0035386814,"about_ca_system_score_gemma":0.0038120884,"threshold_uncertainty_score":0.0837875},"labels":[],"label_agreement":null},{"id":"W4392601009","doi":"10.1016/j.coastaleng.2024.104503","title":"A novel hybrid machine learning model for rapid assessment of wave and storm surge responses over an extended coastal region","year":2024,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Tropical and Extratropical Cyclones Research","field":"Earth and Planetary Sciences","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Storm surge; Computer science; Principal component analysis; Autoencoder; Dimensionality reduction; Wave model; Artificial neural network; Probabilistic logic; Environmental science; Storm; Machine learning; Meteorology; Artificial intelligence","score_opus":0.03735374710664196,"score_gpt":0.26766559041558285,"score_spread":0.2303118433089409,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392601009","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11350625,0.0005251842,0.87946415,0.00044594638,0.00007656656,0.000044835597,0.00031276495,0.00069189817,0.004932438],"genre_scores_gemma":[0.96109235,0.00020159454,0.03350858,0.00010229836,0.000027921511,0.00010288971,0.00028632992,0.00002660846,0.0046513453],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998741,0.000026356172,0.0000078677685,0.000046447665,0.000025504723,0.000019739371],"domain_scores_gemma":[0.99982125,0.0000732212,0.000028448087,0.000009649518,0.000056400047,0.000011000795],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037694158,0.00047971203,0.0004545678,0.00033714174,0.0002299336,0.00061893224,0.0008584293,0.0006994871,0.00093847007],"category_scores_gemma":[0.0006049541,0.000266042,0.000504379,0.000296301,0.00029552798,0.0005814967,0.00061657885,0.00068519026,0.00017652703],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019157784,0.000013627673,0.0006087365,0.000012005683,0.000016420468,0.000028388346,0.000011840717,0.986571,0.0008733846,0.00091657194,0.00027434007,0.010654538],"study_design_scores_gemma":[7.9660805e-7,0.0000033255722,0.000060378283,8.366281e-7,0.0000015011401,0.0000020785094,9.079521e-7,0.9996767,0.000052699248,0.0001541593,0.000045647954,0.0000010060652],"about_ca_topic_score_codex":0.013691319,"about_ca_topic_score_gemma":0.011740981,"teacher_disagreement_score":0.013691319,"about_ca_system_score_codex":0.00048405456,"about_ca_system_score_gemma":0.00064941595,"threshold_uncertainty_score":0.02722323},"labels":[],"label_agreement":null},{"id":"W4400189993","doi":"10.1016/j.coastaleng.2024.104569","title":"Multi-phase SPH-FDM and experimental investigations on the hydrodynamics of an oscillating water column wave energy device","year":2024,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Fluid Dynamics Simulations and Interactions","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Oscillating Water Column; Water column; Mechanics; Column (typography); Phase (matter); Energy (signal processing); Smoothed-particle hydrodynamics; Geology; Physics; Wave energy converter; Computer science; Oceanography; Telecommunications","score_opus":0.015620199069010276,"score_gpt":0.24090217490018423,"score_spread":0.22528197583117396,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400189993","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9898976,0.00007993668,0.0074252756,0.00014822386,0.000029757959,0.000031002044,0.00015052789,0.000090080146,0.0021476068],"genre_scores_gemma":[0.9968124,0.000039238133,0.0024005666,0.000010144578,0.000006641965,0.000012669395,0.00005524621,0.0000075231383,0.0006554099],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986684,0.000015117136,0.000006887089,0.00001887252,0.00006857214,0.000023670971],"domain_scores_gemma":[0.9996076,0.00020405141,0.000030231262,0.000052679126,0.00007575839,0.000029660365],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028660396,0.00025524042,0.00028012495,0.00024398587,0.0004624041,0.00031953212,0.000537512,0.00044371543,0.0015038621],"category_scores_gemma":[0.00071334885,0.0001498087,0.00026006516,0.00029230828,0.00086080097,0.00044294746,0.00042803132,0.0005575205,0.0001534845],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004467491,0.00034558657,0.0060216384,0.00017940579,0.000015253723,0.00039527472,0.00057618663,0.041757975,0.93107635,0.0027344497,0.0007650837,0.015686093],"study_design_scores_gemma":[0.00012747257,0.00073262205,0.023257516,0.000021149002,0.000020505764,0.00020783275,0.0005766023,0.59445685,0.37767506,0.00067851256,0.0021724084,0.00007343767],"about_ca_topic_score_codex":0.0015221722,"about_ca_topic_score_gemma":0.0008973633,"teacher_disagreement_score":0.0015221722,"about_ca_system_score_codex":0.0003659722,"about_ca_system_score_gemma":0.0003181439,"threshold_uncertainty_score":0.0050308704},"labels":[],"label_agreement":null},{"id":"W4400472147","doi":"10.1016/j.coastaleng.2024.104578","title":"Full-scale experiments on wave transmission and stability of oyster shell-filled bag berms","year":2024,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Marine Bivalve and Aquaculture Studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia; National Research Council Canada","funders":"Infrastructure Canada; National Research Council Canada","keywords":"Berm; Oyster; Breakwater; Stability (learning theory); Scale (ratio); Shell (structure); Transmission (telecommunications); Geology; Scale model; Geotechnical engineering; Materials science; Physics; Oceanography; Computer science; Telecommunications; Composite material; Engineering; Aerospace engineering","score_opus":0.011177306592095768,"score_gpt":0.2178053281164576,"score_spread":0.20662802152436185,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400472147","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996836,0.0000045958604,0.00017672616,0.0000018178755,9.802046e-7,0.0000038437256,0.000028142507,0.000004646284,0.00009568584],"genre_scores_gemma":[0.9987078,0.000014215297,0.00042077445,0.0000062191702,0.0000010339861,0.000010594401,0.000093397815,0.000005602762,0.0007403138],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998337,0.000021554026,0.000010523345,0.000042974218,0.0000567079,0.000034556746],"domain_scores_gemma":[0.99961543,0.0001315843,0.000050097984,0.0000545391,0.000087693166,0.000060607184],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030939197,0.0002820303,0.00031232866,0.00012232497,0.00043154697,0.00024941794,0.00036301222,0.00034878793,0.0012623414],"category_scores_gemma":[0.0006103369,0.00016836691,0.00021472716,0.00016344227,0.00029858778,0.00044289976,0.0004132113,0.0003700746,0.00024983397],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020553393,0.00035429964,0.0069003627,0.000037298185,0.000014162709,0.00006194081,0.00029198435,0.0030882868,0.9833046,0.00004646449,0.000055634162,0.0037896044],"study_design_scores_gemma":[0.00031524472,0.0096227685,0.1647303,0.000012815437,0.000080863305,0.00008723677,0.0006225717,0.023027455,0.800471,0.00011082131,0.00087548816,0.000043486245],"about_ca_topic_score_codex":0.0058424724,"about_ca_topic_score_gemma":0.0062328386,"teacher_disagreement_score":0.0058424724,"about_ca_system_score_codex":0.00042372115,"about_ca_system_score_gemma":0.00033343324,"threshold_uncertainty_score":0.011616945},"labels":[],"label_agreement":null},{"id":"W4401171039","doi":"10.1016/j.coastaleng.2024.104590","title":"Skill assessment of a total water level and coastal change forecast during the landfall of a hurricane","year":2024,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Coastal and Marine Dynamics","field":"Earth and Planetary Sciences","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Landfall; Environmental science; Climatology; Meteorology; Tropical cyclone; Oceanography; Geology; Geography","score_opus":0.012643370496326491,"score_gpt":0.20224874972776116,"score_spread":0.18960537923143467,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401171039","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99800247,0.000013645777,0.0011053327,0.000057906153,0.0000071271743,0.000012092579,0.00021275834,0.000035954712,0.0005526988],"genre_scores_gemma":[0.99835336,0.000009947404,0.00096343266,0.000014443533,0.0000049288833,0.0000036210456,0.00055715325,0.000003459631,0.000089792025],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99968886,0.000059477974,0.000034668352,0.00009338388,0.00007772051,0.00004588708],"domain_scores_gemma":[0.9974093,0.0010997197,0.00041785874,0.00020967062,0.0006244547,0.00023906803],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016224256,0.00035193632,0.00022991278,0.0005895276,0.0002372122,0.0005200836,0.00035980847,0.00043867907,0.00036780073],"category_scores_gemma":[0.0056409915,0.00023280045,0.00036919172,0.0003185105,0.00022896707,0.0005134962,0.00047374546,0.0004487404,0.000089387606],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006196356,0.00029900268,0.6326071,0.00003636028,0.00019717144,0.00020176581,0.00021471847,0.3287158,0.0075656986,0.00030222864,0.0010677637,0.028172757],"study_design_scores_gemma":[0.00004324122,0.00021491735,0.17375343,0.000010619599,0.000027163082,0.000025350286,0.00014107574,0.82264286,0.0026295285,0.0001409871,0.0003500971,0.000020710317],"about_ca_topic_score_codex":0.056817595,"about_ca_topic_score_gemma":0.05737362,"teacher_disagreement_score":0.056817595,"about_ca_system_score_codex":0.0006215068,"about_ca_system_score_gemma":0.0008006739,"threshold_uncertainty_score":0.11297375},"labels":[],"label_agreement":null},{"id":"W4402905919","doi":"10.1016/j.coastaleng.2024.104627","title":"Convergence and divergence of storm waves induced by multi-scale currents: Observations and coupled wave-current modeling","year":2024,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Ocean Waves and Remote Sensing","field":"Earth and Planetary Sciences","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Storm; Current (fluid); Divergence (linguistics); Convergence (economics); Scale (ratio); Geology; Wind wave; Meteorology; Geophysics; Mechanics; Physics; Oceanography","score_opus":0.03607731938823532,"score_gpt":0.22178486872952383,"score_spread":0.1857075493412885,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402905919","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99820507,0.000029236575,0.0011770665,0.000020698724,0.0000039679326,0.0000049715986,0.0001774512,0.0000364805,0.00034503272],"genre_scores_gemma":[0.99904686,0.000022061029,0.00056356983,0.0000031490993,0.000002912013,0.0000039184147,0.00025396244,0.000007211227,0.000096424534],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987173,0.000022645518,0.000013967141,0.000042641044,0.00002717685,0.000021889065],"domain_scores_gemma":[0.99937636,0.00028504868,0.000100763325,0.00008891959,0.00009261265,0.000056379307],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004481972,0.00036607528,0.00030487363,0.0005166821,0.00033742408,0.00058169814,0.0003834526,0.0005774031,0.00037344836],"category_scores_gemma":[0.0015588498,0.00040480663,0.0005239939,0.0004492743,0.00043987588,0.00080975937,0.00038978795,0.00047425515,0.00010397789],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008263302,0.00073799345,0.48508176,0.00008119562,0.00023849122,0.00024968875,0.0005469653,0.44991863,0.038612302,0.0010121692,0.0010754421,0.021618994],"study_design_scores_gemma":[0.000087583125,0.000055208653,0.24010599,0.0000062718286,0.00003550628,0.0000455731,0.00006612074,0.756244,0.002803962,0.00030578056,0.00021983271,0.000024185647],"about_ca_topic_score_codex":0.0221412,"about_ca_topic_score_gemma":0.015941856,"teacher_disagreement_score":0.0221412,"about_ca_system_score_codex":0.00060046517,"about_ca_system_score_gemma":0.0005306261,"threshold_uncertainty_score":0.044024646},"labels":[],"label_agreement":null},{"id":"W4404814968","doi":"10.1016/j.coastaleng.2024.104658","title":"A multi-phase SPH model for simulating the floating OWC-breakwater integrated systems","year":2024,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Fluid Dynamics Simulations and Interactions","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"China Scholarship Council; Natural Science Foundation of Zhejiang Province; National Natural Science Foundation of China","keywords":"Breakwater; Geology; Phase (matter); Mechanics; Geotechnical engineering; Marine engineering; Physics; Engineering","score_opus":0.018874309836556177,"score_gpt":0.2625064649875115,"score_spread":0.24363215515095532,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404814968","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.50633055,0.0006227582,0.4446002,0.0012425226,0.00055802026,0.000342358,0.0022511305,0.0026921157,0.041360352],"genre_scores_gemma":[0.9574118,0.00019737109,0.033663377,0.00011951005,0.000076368065,0.00014717803,0.00067040377,0.00016613894,0.0075477483],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988115,0.000020677518,0.000007937809,0.00001951514,0.000047074183,0.000023567358],"domain_scores_gemma":[0.9997329,0.00007819576,0.000031492385,0.00002575673,0.000063599146,0.00006804438],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016543336,0.00059184455,0.00084625155,0.0003553065,0.0007739895,0.0008886563,0.0014328627,0.0017059677,0.003590288],"category_scores_gemma":[0.00068648276,0.00038202413,0.00064023887,0.00049797096,0.0005547389,0.0007065584,0.0010873901,0.00095699023,0.00041615515],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037495374,0.000041716212,0.00073385815,0.00001897589,0.00001308241,0.00008863663,0.00003094574,0.9904017,0.002590852,0.0021947685,0.0005012574,0.0033467296],"study_design_scores_gemma":[0.000012418279,0.000010372466,0.00013769288,0.0000013557067,0.0000023169148,0.000005718014,0.0000053950184,0.9990706,0.00025732242,0.00018808362,0.0003046997,0.000004087728],"about_ca_topic_score_codex":0.026851803,"about_ca_topic_score_gemma":0.0122292135,"teacher_disagreement_score":0.026851803,"about_ca_system_score_codex":0.00076563214,"about_ca_system_score_gemma":0.0013841592,"threshold_uncertainty_score":0.05339104},"labels":[],"label_agreement":null},{"id":"W4405311100","doi":"10.1016/j.coastaleng.2024.104676","title":"Full-scale tsunami-induced scour around a circular pile with three-dimensional seepage","year":2024,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"National Supercomputing Centre Singapore; Singapore's National Water Agency; Public Utilities Board - Singapore; Ministry of Education - Singapore; National Research Foundation Singapore; Canada Foundation for Innovation","keywords":"Pile; Geology; Geotechnical engineering; Scale (ratio); Geomorphology; Seismology; Geography","score_opus":0.0054580968456424805,"score_gpt":0.17991912372999913,"score_spread":0.17446102688435666,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405311100","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9959947,0.000027923914,0.0013598547,0.00005455695,0.00002508111,0.00001385919,0.00011767208,0.00009037448,0.0023160172],"genre_scores_gemma":[0.9993662,0.000011135785,0.00018255651,0.0000056100075,0.0000027915394,0.0000023014643,0.000041780328,0.000004315345,0.0003834143],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990344,0.0000075359526,0.0000039712895,0.000013096852,0.000030938005,0.000040994524],"domain_scores_gemma":[0.9997788,0.00003519286,0.000025014568,0.000026833693,0.00003229281,0.000101888996],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007394871,0.000358203,0.00048582564,0.00030067711,0.0006373097,0.00051607745,0.00051811285,0.0007230586,0.0023415836],"category_scores_gemma":[0.000336264,0.00023486852,0.0004588018,0.00038891978,0.00077212165,0.00027356253,0.00078039867,0.00044502874,0.00022240172],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016224096,0.0005129441,0.016007187,0.00016358041,0.00015183321,0.008908819,0.00029933453,0.8422946,0.12083557,0.0008505984,0.0013881341,0.0069649424],"study_design_scores_gemma":[0.00012162759,0.000560762,0.06531713,0.000014823437,0.00006647649,0.0005564581,0.0007170973,0.92047983,0.011226579,0.0004265798,0.00043135945,0.00008134538],"about_ca_topic_score_codex":0.006886144,"about_ca_topic_score_gemma":0.0052075787,"teacher_disagreement_score":0.006886144,"about_ca_system_score_codex":0.00040001253,"about_ca_system_score_gemma":0.000663537,"threshold_uncertainty_score":0.013692141},"labels":[],"label_agreement":null},{"id":"W4406900091","doi":"10.1016/j.coastaleng.2025.104702","title":"Numerical analysis and prediction of the effect of debris initial configurations on their dispersion during extreme-hydrodynamic events","year":2025,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Fluid Dynamics Simulations and Interactions","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique","funders":"European Commission; Nvidia","keywords":"Debris; Dispersion (optics); Mechanics; Geology; Debris flow; Physics; Oceanography; Optics","score_opus":0.0036610532917249142,"score_gpt":0.20050670974363094,"score_spread":0.19684565645190602,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406900091","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98809296,0.00008536856,0.00947767,0.00005762576,0.000024805908,0.00002521325,0.00014572083,0.00012642672,0.0019640876],"genre_scores_gemma":[0.9961265,0.00004527253,0.003364502,0.000005674444,0.0000027388576,0.000015455687,0.00010083336,0.000011017362,0.00032807104],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998228,0.000034024386,0.000014951305,0.000028611159,0.00004397791,0.000055674096],"domain_scores_gemma":[0.9985067,0.00089402235,0.00018493576,0.00009134438,0.00020538144,0.00011756062],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005414973,0.0004942519,0.00058637065,0.00067335286,0.00041200494,0.0008368806,0.00049045635,0.00096826185,0.0008419312],"category_scores_gemma":[0.0021977078,0.00028279904,0.0005341547,0.000544786,0.00075343973,0.00036547292,0.0004848567,0.00047035317,0.00014402594],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000097090626,0.0000660061,0.005269175,0.000029724282,0.000011006851,0.00009475382,0.000035223868,0.9883719,0.0031390984,0.0001929959,0.000087168606,0.0026058734],"study_design_scores_gemma":[0.000007746068,0.00005933079,0.0026854267,0.0000041439257,0.000004701212,0.000011096153,0.000032432985,0.9958038,0.0012588833,0.0000690385,0.00005505153,0.000008335289],"about_ca_topic_score_codex":0.010245947,"about_ca_topic_score_gemma":0.0038726237,"teacher_disagreement_score":0.010245947,"about_ca_system_score_codex":0.00058821257,"about_ca_system_score_gemma":0.00059000624,"threshold_uncertainty_score":0.02037263},"labels":[],"label_agreement":null},{"id":"W4410252734","doi":"10.1016/j.coastaleng.2025.104771","title":"A framework to mitigate aeolian erosion on nourished beaches","year":2025,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Aeolian processes and effects","field":"Earth and Planetary Sciences","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"National Key Research and Development Program of China; Natural Science Foundation of Fujian Province; National Natural Science Foundation of China; Ministry of Natural Resources","keywords":"Aeolian processes; Erosion; Coastal erosion; Geology; Hydrology (agriculture); Oceanography; Geomorphology; Geotechnical engineering","score_opus":0.006322244289911722,"score_gpt":0.20896605715340746,"score_spread":0.20264381286349575,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410252734","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16617973,0.0014530588,0.656892,0.012991162,0.0005590822,0.00068792485,0.00037427232,0.00093854027,0.15992421],"genre_scores_gemma":[0.73839694,0.001102123,0.23653927,0.00065851957,0.00005563016,0.00024168189,0.0001982886,0.000056063047,0.022751486],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996043,0.00012965739,0.000016626323,0.000053903717,0.00009763179,0.00009788164],"domain_scores_gemma":[0.99951303,0.000035186193,0.000039602604,0.00004324687,0.00023578743,0.00013321024],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010740827,0.00046977762,0.0002550818,0.00069461355,0.0010933909,0.002230978,0.0011647475,0.0009780085,0.004083384],"category_scores_gemma":[0.0009546662,0.0001273261,0.0003160079,0.00035076396,0.0008597837,0.0010732358,0.0025688782,0.0007907735,0.00037164026],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011836994,0.0007156183,0.009963453,0.00038520477,0.000112057256,0.00053287967,0.0009895689,0.28966475,0.019207759,0.42405176,0.014566439,0.23969227],"study_design_scores_gemma":[0.00012425538,0.00060602993,0.011109509,0.0010168763,0.00014938769,0.00019199293,0.008844179,0.5297899,0.0074220765,0.22141257,0.21923862,0.00009461635],"about_ca_topic_score_codex":0.019706558,"about_ca_topic_score_gemma":0.05169908,"teacher_disagreement_score":0.019706558,"about_ca_system_score_codex":0.0014276964,"about_ca_system_score_gemma":0.006483509,"threshold_uncertainty_score":0.039183676},"labels":[],"label_agreement":null},{"id":"W4411476541","doi":"10.1016/j.coastaleng.2025.104812","title":"Alongshore velocities and turbulence in the swash and surf zone forced by oblique, monochromatic waves on smooth and rough impermeable beaches","year":2025,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Coastal and Marine Dynamics","field":"Earth and Planetary Sciences","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Division of Ocean Sciences; Natural Sciences and Engineering Research Council of Canada; Queen's University; University of Wisconsin-Madison; National Science Foundation","keywords":"Swash; Turbulence; Oblique case; Geology; Monochromatic color; Surf zone; Mechanics; Meteorology; Physics; Geomorphology; Oceanography; Optics","score_opus":0.0037637751575228463,"score_gpt":0.17253759097756863,"score_spread":0.16877381582004577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411476541","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99991095,0.0000035127039,0.00004104909,7.404065e-7,3.44411e-7,0.000001192893,0.000011679548,9.58906e-7,0.000029611023],"genre_scores_gemma":[0.9995906,0.00001600211,0.00018463646,0.0000032843486,5.9123147e-7,0.0000046010236,0.00004798823,0.0000012745621,0.00015108327],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999263,0.000007645099,0.0000037601276,0.000019259776,0.000019631214,0.000023281138],"domain_scores_gemma":[0.9998882,0.000018436755,0.000030640207,0.000007937857,0.000015988171,0.00003884205],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000096293865,0.00020733141,0.00021414425,0.00014498287,0.00014877335,0.00024109757,0.00010871369,0.00012558744,0.0005270497],"category_scores_gemma":[0.00015577412,0.00014585422,0.00018938197,0.000090186266,0.0003046949,0.00012467417,0.00022979158,0.00022006455,0.0000624612],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006171692,0.00008681997,0.028069196,0.000019987036,0.000015951613,0.00010008263,0.00015456756,0.00061265315,0.9683964,0.000045835153,0.000019959605,0.0018614107],"study_design_scores_gemma":[0.00006728322,0.0030538382,0.8436713,0.00000709333,0.000042133765,0.00008220317,0.0007389718,0.009897701,0.1421576,0.00008402049,0.00017422621,0.00002362201],"about_ca_topic_score_codex":0.0032238185,"about_ca_topic_score_gemma":0.0046869135,"teacher_disagreement_score":0.0032238185,"about_ca_system_score_codex":0.00018895991,"about_ca_system_score_gemma":0.0001510212,"threshold_uncertainty_score":0.0064100623},"labels":[],"label_agreement":null},{"id":"W4411953773","doi":"10.1016/j.coastaleng.2025.104811","title":"A weakly-compressible SPH-porous media model to simulate wave–breakwater interactions","year":2025,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Fluid Dynamics Simulations and Interactions","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa; National Research Council Canada","funders":"Infrastructure Canada; National Research Council Canada; National Research Council","keywords":"Breakwater; Compressibility; Porous medium; Mechanics; Porosity; Compressible flow; Geotechnical engineering; Geology; Materials science; Physics","score_opus":0.011095390965208481,"score_gpt":0.23111279565540435,"score_spread":0.22001740469019587,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411953773","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.12329072,0.00022337592,0.8625374,0.0005059878,0.0001618038,0.00013956569,0.00041759267,0.0006363773,0.012087266],"genre_scores_gemma":[0.893497,0.00023041794,0.09870607,0.0001250191,0.00006439594,0.00020144941,0.0003071265,0.00010391566,0.0067645595],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989367,0.00002077697,0.000007808234,0.000018051913,0.000043019278,0.000016621352],"domain_scores_gemma":[0.99977905,0.00008858647,0.000037843456,0.000020764248,0.000038336602,0.00003538733],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017359827,0.00050709513,0.00043659692,0.0003580485,0.00041778068,0.0006429193,0.0010888854,0.0010146884,0.0011857158],"category_scores_gemma":[0.00080738513,0.00025845302,0.00047679007,0.00033295644,0.00061095384,0.00057869893,0.0011288018,0.0007347689,0.00019661222],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027507946,0.00004130739,0.0012442352,0.00003645205,0.00001767638,0.00017305328,0.000041148272,0.9724071,0.009728035,0.010496793,0.00047542749,0.0053112735],"study_design_scores_gemma":[0.0000041096514,0.000005482073,0.000074572934,0.0000012370776,0.0000018208245,0.0000086878445,0.000003905163,0.9985837,0.0005215917,0.00045532317,0.00033701904,0.0000025659651],"about_ca_topic_score_codex":0.007337181,"about_ca_topic_score_gemma":0.0038841534,"teacher_disagreement_score":0.007337181,"about_ca_system_score_codex":0.00040843055,"about_ca_system_score_gemma":0.0009948162,"threshold_uncertainty_score":0.014588952},"labels":[],"label_agreement":null},{"id":"W4416197662","doi":"10.1016/j.coastaleng.2025.104909","title":"A multistep statistical model to derive extreme sea levels for the global coastlines","year":2025,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Tropical and Extratropical Cyclones Research","field":"Earth and Planetary Sciences","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec","funders":"","keywords":"Hindcast; Storm surge; Extreme value theory; Coastal flood; Sea level; Rogue wave; Statistical model; Wave height; Significant wave height; Storm","score_opus":0.051562020338859066,"score_gpt":0.28744103323993586,"score_spread":0.2358790129010768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416197662","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17821848,0.00014507827,0.81662214,0.00031990677,0.00006421842,0.00004252998,0.0005157161,0.00046301555,0.0036088633],"genre_scores_gemma":[0.95545256,0.00012210682,0.03999575,0.000068474226,0.000031089272,0.00009516893,0.00048705278,0.00009260482,0.0036550916],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990976,0.000024068007,0.000006035726,0.000022909984,0.000020957963,0.000016166867],"domain_scores_gemma":[0.99953127,0.00027601834,0.000047637528,0.000027140897,0.00008790875,0.000029960976],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043998487,0.00039802218,0.00044454352,0.00041377282,0.00039504873,0.0006411127,0.0010043809,0.0007883102,0.0016986084],"category_scores_gemma":[0.0015773989,0.0005486081,0.00086620916,0.00046065418,0.00030206144,0.00063227967,0.00062205887,0.000903526,0.0002545665],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003781877,0.0000048729034,0.00035435494,0.0000027802432,0.000006739501,0.000012035353,0.000003904052,0.9971559,0.00016063661,0.0011798406,0.000056497593,0.0010585841],"study_design_scores_gemma":[9.617647e-7,0.0000017063442,0.000064835105,3.8689305e-7,0.0000012278667,0.0000012821812,8.0365436e-7,0.9996074,0.000024837878,0.000272269,0.000023219662,0.0000010220131],"about_ca_topic_score_codex":0.028749615,"about_ca_topic_score_gemma":0.02258987,"teacher_disagreement_score":0.028749615,"about_ca_system_score_codex":0.0006533857,"about_ca_system_score_gemma":0.0012181016,"threshold_uncertainty_score":0.05716455},"labels":[],"label_agreement":null},{"id":"W4416818901","doi":"10.1016/j.coastaleng.2025.104925","title":"Wave-induced horizontal diffusivity from optically sensed dye tracer fields in impermeable beach laboratory experiments","year":2025,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Coastal and Marine Dynamics","field":"Earth and Planetary Sciences","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia; Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Queen's University; University of Wisconsin-Madison; Gulf Research Program; National Science Foundation","keywords":"Swash; Thermal diffusivity; Surf zone; TRACER; Diffusion; Breaking wave; Wave tank; Mass diffusivity","score_opus":0.0072536207130145715,"score_gpt":0.19698584967429972,"score_spread":0.18973222896128514,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416818901","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99563,0.0000480043,0.0038178025,0.000011548709,0.000003822285,0.000015152822,0.0001502277,0.000023831619,0.00029972204],"genre_scores_gemma":[0.99635506,0.00010200304,0.0029313292,0.000008905271,0.0000014728132,0.000027138376,0.00013314202,0.000008277432,0.0004326462],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990535,0.000011215416,0.000006496261,0.000032921653,0.000020025947,0.000024006238],"domain_scores_gemma":[0.9996569,0.00013279635,0.00008681342,0.000045276447,0.000051314626,0.000026920694],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023689035,0.0002556145,0.00021188981,0.00025836975,0.00019023148,0.00036290026,0.00028954432,0.00027466303,0.0006212868],"category_scores_gemma":[0.0007267766,0.0001445697,0.00026346833,0.00019718746,0.00036645905,0.00039523686,0.00037294833,0.00043612832,0.00008702734],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031264726,0.00016210231,0.011190863,0.00007985261,0.00001568898,0.000121354955,0.00013680213,0.014176011,0.9686563,0.00032837252,0.000094528004,0.004725402],"study_design_scores_gemma":[0.00009888077,0.0019329089,0.043364774,0.000025261108,0.000050981995,0.00011864198,0.00027118844,0.17866595,0.77440596,0.00043215428,0.0005744781,0.000058819263],"about_ca_topic_score_codex":0.004338273,"about_ca_topic_score_gemma":0.0037858442,"teacher_disagreement_score":0.004338273,"about_ca_system_score_codex":0.000433074,"about_ca_system_score_gemma":0.0002501424,"threshold_uncertainty_score":0.008626044},"labels":[],"label_agreement":null}]}