{"meta":{"query_hash":"6706d674faf2","filters":{"venue":"Coastal Structures and Solutions to Coastal Disasters 2015"},"cohort_total":8,"direct_labels_cover":0,"predictions_cover":8,"exported":8,"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/6706d674faf2","api":"https://metacan.xera.ac/api/v1/cohort?venue=Coastal+Structures+and+Solutions+to+Coastal+Disasters+2015"},"results":[{"id":"W2775602335","doi":"10.1061/9780784480311.006","title":"Flood-Induced Debris Dynamics over a Horizontal Surface","year":2017,"lang":"en","type":"article","venue":"Coastal Structures and Solutions to Coastal Disasters 2015","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":5,"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","funders":"Kajima Foundation; Waseda University; University of Ottawa","keywords":"Debris; Flood myth; Geology; Dynamics (music); Debris flow; Geography; Oceanography; Physics","score_opus":0.012780639730586388,"score_gpt":0.24432801803590848,"score_spread":0.2315473783053221,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2775602335","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9886158,0.00014594149,0.0038668904,0.00013893988,0.00075473444,0.00030364562,0.0005848966,0.00017089733,0.005418252],"genre_scores_gemma":[0.99905205,0.000022844404,0.000371335,0.000035769448,0.00011956123,0.000008812232,0.00006987742,0.000053344538,0.00026640945],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9986036,0.000026617481,0.00021234536,0.0003307437,0.00023560389,0.00059109076],"domain_scores_gemma":[0.99893844,0.00003165855,0.00005128737,0.0005443082,0.00004318427,0.00039110574],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00008503253,0.00033365772,0.00029597577,0.00006757269,0.0007230111,0.00041026008,0.00028728013,0.00014519629,0.000031188167],"category_scores_gemma":[0.00003401072,0.0003238623,0.00010226867,0.00007689903,0.00013742523,0.00038973682,0.0004401921,0.00024228392,0.00003156908],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001203823,0.00052019,0.09913359,0.0014708507,0.003076179,0.0007358947,0.012245213,0.091080874,0.20188324,0.0742402,0.0672455,0.44716445],"study_design_scores_gemma":[0.004189634,0.0011707478,0.8079972,0.00024700956,0.00029434997,0.0002599864,0.0025379094,0.16570649,0.0024239842,0.0045751324,0.007662274,0.0029352573],"about_ca_topic_score_codex":0.0010531761,"about_ca_topic_score_gemma":0.023528023,"teacher_disagreement_score":0.7088637,"about_ca_system_score_codex":0.000049296425,"about_ca_system_score_gemma":0.000026200265,"threshold_uncertainty_score":0.9999213},"labels":[],"label_agreement":null},{"id":"W2786722473","doi":"10.1061/9780784480311.022","title":"Experimental Generation of Tsunami-Like Waves","year":2017,"lang":"en","type":"article","venue":"Coastal Structures and Solutions to Coastal Disasters 2015","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Surge; Geology; Context (archaeology); Geotechnical engineering; Channel (broadcasting); Volume (thermodynamics); Structural basin; Flow (mathematics); Mechanics; Geomorphology; Engineering; Telecommunications; Physics","score_opus":0.02602536994582239,"score_gpt":0.26354825297299833,"score_spread":0.23752288302717595,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2786722473","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99075145,0.00043939712,0.0048979325,0.000054792796,0.0006831495,0.00021875241,0.00022208085,0.000061029714,0.0026714425],"genre_scores_gemma":[0.9989861,0.000018195544,0.00052837154,0.000024593282,0.00013698128,0.000012676375,0.000051555508,0.000024924002,0.00021656301],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9991357,0.000020124653,0.00019014835,0.00019972809,0.00016556968,0.00028874777],"domain_scores_gemma":[0.99936557,0.0000137142315,0.00005001807,0.00035394987,0.000036260466,0.00018051777],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006108869,0.0001954486,0.00020577267,0.00007065877,0.00039724188,0.00014838783,0.00016277036,0.000074427844,0.000030336721],"category_scores_gemma":[0.00001963471,0.00018525255,0.000064406566,0.000040214083,0.00018277069,0.00027550833,0.00023446305,0.00008995169,0.000008266641],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013626795,0.00012772836,0.0029042726,0.00024624786,0.00027848198,0.000027559885,0.0060949754,0.025516728,0.87843305,0.011261613,0.023938388,0.051034708],"study_design_scores_gemma":[0.007469104,0.0026864002,0.4927136,0.00042162638,0.00029264146,0.00026339275,0.009124533,0.17774494,0.27604318,0.004259209,0.024820765,0.0041605933],"about_ca_topic_score_codex":0.00018058135,"about_ca_topic_score_gemma":0.0011541703,"teacher_disagreement_score":0.6023898,"about_ca_system_score_codex":0.000013988649,"about_ca_system_score_gemma":0.000012994697,"threshold_uncertainty_score":0.75543797},"labels":[],"label_agreement":null},{"id":"W2808783827","doi":"10.1061/9780784480304.061","title":"Selection of Appropriate Coastal Protection Strategies for Caribbean Coastlines","year":2017,"lang":"en","type":"article","venue":"Coastal Structures and Solutions to Coastal Disasters 2015","topic":"Coastal and Marine Management","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Smiths Detection (Canada)","funders":"","keywords":"Shore; Caribbean region; Stakeholder; Enforcement; Environmental resource management; Environmental planning; Coastal erosion; Process (computing); Coastal management; Geography; Environmental protection; Business; Oceanography; Computer science; Political science; Environmental science; Latin Americans","score_opus":0.02429977261549877,"score_gpt":0.26175299321849793,"score_spread":0.23745322060299917,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2808783827","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.78615373,0.000021079511,0.19381091,0.002326254,0.0009654313,0.003266213,0.0013950249,0.00015415227,0.011907184],"genre_scores_gemma":[0.99648166,0.000008401014,0.001988843,0.000057665013,0.000121274876,0.00013533444,0.000065000546,0.000030222991,0.0011116071],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9981589,0.00004093663,0.0003746965,0.00054950797,0.00034982973,0.0005261406],"domain_scores_gemma":[0.9989827,0.00001984921,0.00027569907,0.00040794746,0.00007396481,0.00023979426],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002256772,0.00032563863,0.00032452462,0.000087237844,0.0011294155,0.00033591528,0.00034533796,0.00009670318,0.00009343356],"category_scores_gemma":[0.000080146936,0.0002917547,0.00013036597,0.00013026959,0.00057913776,0.0006224262,0.0025327767,0.00013871041,0.00000908835],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0027456998,0.0006125354,0.01484491,0.0007218488,0.00039046284,0.000010638432,0.00444726,0.020549294,0.17729023,0.028177109,0.031726122,0.71848387],"study_design_scores_gemma":[0.009656971,0.007393115,0.5292069,0.00031221443,0.0008020898,0.00021438983,0.028724873,0.040526506,0.010697236,0.23077425,0.1370503,0.0046411683],"about_ca_topic_score_codex":0.008735044,"about_ca_topic_score_gemma":0.063428596,"teacher_disagreement_score":0.7138427,"about_ca_system_score_codex":0.00003999027,"about_ca_system_score_gemma":0.000030949857,"threshold_uncertainty_score":0.99995345},"labels":[],"label_agreement":null},{"id":"W2809049549","doi":"10.1061/9780784480311.005","title":"Tracking of “Smart” Debris Location Based on the RFID Technique","year":2017,"lang":"en","type":"article","venue":"Coastal Structures and Solutions to Coastal Disasters 2015","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":1,"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","funders":"National Research Council Canada; Natural Sciences and Engineering Research Council of Canada; University of New South Wales; University of Ottawa","keywords":"Computer science; Location tracking; Tracking (education); Debris; Computer security; Real-time computing; Geography; Meteorology","score_opus":0.01660479926136997,"score_gpt":0.2433036563916182,"score_spread":0.22669885713024823,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2809049549","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8657932,0.00015094245,0.12563466,0.00075934094,0.0004481298,0.0009465737,0.00029993552,0.00014575687,0.0058214646],"genre_scores_gemma":[0.99943036,0.0000066318266,0.00033385656,0.00006391301,0.000046890276,0.000036845464,0.0000142576455,0.000023294022,0.00004395505],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9991994,0.000034669414,0.0001683201,0.00016785049,0.00017466322,0.00025513413],"domain_scores_gemma":[0.99922645,0.00007479523,0.00005793209,0.00046595192,0.00006604969,0.000108839486],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015200407,0.00017648387,0.00016458382,0.00007598823,0.0005089273,0.00013244434,0.00021711452,0.000075257594,0.000017622004],"category_scores_gemma":[0.0001009784,0.0001341812,0.00005742066,0.000085199616,0.0001786913,0.00014320457,0.00011230893,0.00015010619,0.0000053697713],"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":[0.0008446464,0.00030824487,0.018937357,0.0015107037,0.0004696559,0.000050793507,0.006361378,0.41055048,0.1491553,0.048500907,0.032436088,0.33087444],"study_design_scores_gemma":[0.0026155782,0.0018073849,0.70235956,0.001217893,0.00021313326,0.00007554991,0.0023553276,0.19790915,0.067935355,0.010694439,0.010753397,0.0020632609],"about_ca_topic_score_codex":0.00019058064,"about_ca_topic_score_gemma":0.0016247001,"teacher_disagreement_score":0.68342215,"about_ca_system_score_codex":0.000014140295,"about_ca_system_score_gemma":0.000021126125,"threshold_uncertainty_score":0.54717505},"labels":[],"label_agreement":null},{"id":"W2998753333","doi":"10.1061/9780784480304.027","title":"Hydrodynamic Modeling of the Barrier Islands and Tidal Inlets of Long Beach, Long Island","year":2017,"lang":"en","type":"article","venue":"Coastal Structures and Solutions to Coastal Disasters 2015","topic":"Tropical and Extratropical Cyclones Research","field":"Earth and Planetary Sciences","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Nortel (Canada)","funders":"","keywords":"Flood myth; Storm; Environmental science; Coastal flood; Hydrology (agriculture); Storm surge; Return period; Inlet; Tropical cyclone; Hydrograph; Flood mitigation; Flooding (psychology); Salt marsh; Barrier island; Geology; Oceanography; Shore; Geography; Climate change; Geotechnical engineering; Sea level rise","score_opus":0.018344755110005776,"score_gpt":0.2517115859988019,"score_spread":0.23336683088879612,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2998753333","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99433106,0.0003228305,0.003092532,0.00027702068,0.00014860865,0.00017397673,0.0007547606,0.000005960136,0.0008932294],"genre_scores_gemma":[0.999586,0.000031159903,0.000101800295,0.000021930033,0.000055769055,8.928993e-7,0.000037451136,0.000004537195,0.00016045333],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.998805,0.0000536035,0.00024150989,0.00024888822,0.0003094777,0.00034151546],"domain_scores_gemma":[0.9992689,0.000040844414,0.000085378444,0.00031551227,0.000055966044,0.00023339529],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008623917,0.00015342784,0.00023608815,0.000052283387,0.0005960229,0.00011558945,0.00032248299,0.000078461126,0.00008765775],"category_scores_gemma":[0.0000792312,0.00009707708,0.00007223956,0.00006790304,0.0006122373,0.00019605117,0.00030982264,0.00018224659,0.0000016877339],"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":[0.00018459185,0.0000152556095,0.97072166,0.000083929364,0.000038856204,0.0000061756577,0.000604274,0.0069518,0.00036180706,0.00025931932,0.00010215534,0.020670183],"study_design_scores_gemma":[0.00036422967,0.00015896487,0.94508195,0.000035812944,0.000020378362,0.00002411585,0.00028037847,0.052210465,0.000027600103,0.0016104508,0.000052912485,0.00013272706],"about_ca_topic_score_codex":0.006901245,"about_ca_topic_score_gemma":0.12039013,"teacher_disagreement_score":0.11348889,"about_ca_system_score_codex":0.0000023815414,"about_ca_system_score_gemma":0.000035923844,"threshold_uncertainty_score":0.9997119},"labels":[],"label_agreement":null},{"id":"W2998840327","doi":"10.1061/9780784480304.094","title":"Stability Tests and Damage on Breakwaters Armoured with Tetrapods","year":2017,"lang":"en","type":"article","venue":"Coastal Structures and Solutions to Coastal Disasters 2015","topic":"Microplastics and Plastic Pollution","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hatch (Canada)","funders":"U.S. Army Corps of Engineers","keywords":"Breakwater; Stability (learning theory); Geology; Computer science; Geotechnical engineering","score_opus":0.01772074771147864,"score_gpt":0.24277600517204506,"score_spread":0.22505525746056643,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2998840327","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9917572,0.000011013356,0.003247816,0.0005455674,0.00016406551,0.00027572052,0.00072371546,0.000026022131,0.0032488594],"genre_scores_gemma":[0.99869657,0.00000793112,0.0008621429,0.00010365242,0.00003582531,0.000007772771,0.000026586333,0.000016976524,0.00024257251],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99860096,0.000039020375,0.00016682777,0.00048082173,0.00026691286,0.00044543043],"domain_scores_gemma":[0.99899966,0.000051130755,0.000092578375,0.00043021786,0.000015335841,0.00041108284],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001345136,0.0002599736,0.00019661715,0.000040619456,0.0010569491,0.00029742258,0.00020753298,0.000074844145,0.00017543836],"category_scores_gemma":[0.00008478588,0.00019602336,0.000030656985,0.000060357143,0.00088490354,0.00023849861,0.00060092955,0.00016032989,0.000023837507],"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":[0.0052465126,0.00097432674,0.5421644,0.0002822938,0.0003877906,0.00023333196,0.01308902,0.013454911,0.2301,0.013673341,0.03825617,0.14213793],"study_design_scores_gemma":[0.0008746829,0.0006275705,0.9918442,0.000038441907,0.000038389022,0.00005463296,0.00044372378,0.0010918007,0.0004349451,0.0010965628,0.0030409093,0.0004141673],"about_ca_topic_score_codex":0.0012334867,"about_ca_topic_score_gemma":0.012158073,"teacher_disagreement_score":0.44967982,"about_ca_system_score_codex":0.000040305757,"about_ca_system_score_gemma":0.000017041766,"threshold_uncertainty_score":0.81293046},"labels":[],"label_agreement":null},{"id":"W2999766192","doi":"10.1061/9780784480304.087","title":"Physical Modelling and Design Optimizations for a New Port in Brazil","year":2017,"lang":"en","type":"article","venue":"Coastal Structures and Solutions to Coastal Disasters 2015","topic":"Maritime Ports and Logistics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Marine engineering; Port (circuit theory); Operability; Mooring; Bathymetry; Breakwater; Submarine pipeline; Tower; Wave height; BARGE; Engineering; Froude number; Scale model; Civil engineering; Geology; Geotechnical engineering; Mechanical engineering; Flow (mathematics); Aerospace engineering","score_opus":0.039788815274673935,"score_gpt":0.2760382375780731,"score_spread":0.23624942230339918,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2999766192","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.028115217,0.00011156032,0.9696618,0.00023373119,0.00015163438,0.00038145942,0.000261483,0.00004691682,0.0010362419],"genre_scores_gemma":[0.9776449,0.00003893285,0.021704255,0.000027188227,0.000121079385,0.000020767302,0.000038401708,0.000026262918,0.00037819913],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992292,0.000008044416,0.00016130813,0.00020898336,0.00008528254,0.00030716482],"domain_scores_gemma":[0.9994623,0.00003677321,0.00003144364,0.000205588,0.000031119107,0.00023278265],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000064267224,0.00017126446,0.00019838997,0.00006665062,0.00035247926,0.00023197332,0.00011029318,0.000059859478,0.000008400671],"category_scores_gemma":[0.000040434552,0.00016659757,0.000034819506,0.000038644357,0.00011866696,0.00018376997,0.00016214912,0.000093859286,7.1284563e-7],"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":[0.00003688796,0.000016148355,0.00020463123,0.000037691414,0.000020938021,0.000004154628,0.0008144675,0.9782266,0.00011022939,0.005932487,0.0056815194,0.008914259],"study_design_scores_gemma":[0.0006477368,0.000084785126,0.0026166332,0.00002989674,0.000033375884,0.000015242361,0.00024711274,0.9806355,0.000026592943,0.013337196,0.0020167532,0.00030916973],"about_ca_topic_score_codex":0.00035444033,"about_ca_topic_score_gemma":0.0011483125,"teacher_disagreement_score":0.9495297,"about_ca_system_score_codex":0.000012464031,"about_ca_system_score_gemma":0.000031166688,"threshold_uncertainty_score":0.6793652},"labels":[],"label_agreement":null},{"id":"W2999847649","doi":"10.1061/9780784480304.022","title":"Applied Wave Modelling for Harbor Improvements: An Opportunity for Boussinesq Model Advancement","year":2017,"lang":"en","type":"article","venue":"Coastal Structures and Solutions to Coastal Disasters 2015","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":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Vancouver Coastal Health","funders":"","keywords":"Boussinesq approximation (buoyancy); Computer science; Meteorology; Physics","score_opus":0.05604360277750962,"score_gpt":0.27264550177636354,"score_spread":0.21660189899885393,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2999847649","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15487038,0.000046403693,0.8306082,0.0005548291,0.00047948674,0.0016475999,0.010084095,0.000057031866,0.0016519737],"genre_scores_gemma":[0.9741584,0.000027169874,0.023051873,0.00027270705,0.00015961962,0.000055614233,0.0013147148,0.000018040162,0.00094184955],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982815,0.000012103059,0.00030854155,0.00053699914,0.00021217552,0.0006486768],"domain_scores_gemma":[0.9986027,0.000034775585,0.00016688986,0.00046779204,0.00012500792,0.00060287165],"candidate_categories":["metaepi_narrow","sts"],"consensus_categories":[],"category_scores_codex":[0.00020075528,0.00031042472,0.00029383888,0.00007543155,0.0016302213,0.0004086731,0.00030975117,0.00008351932,0.000037164733],"category_scores_gemma":[0.000041019994,0.00026912848,0.00009883175,0.000036195815,0.00019870147,0.00054217404,0.0002519963,0.00009878316,0.0000015744467],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002092074,0.00014165211,0.0007482892,0.00024518615,0.000119354605,0.000003623702,0.0009633053,0.42790797,0.00094771845,0.027226597,0.0015452568,0.53805894],"study_design_scores_gemma":[0.0012120629,0.000491986,0.0034051111,0.000013417433,0.00004827782,0.0000036933618,0.0007823914,0.95425975,0.000019641851,0.033176742,0.006134045,0.00045290255],"about_ca_topic_score_codex":0.0015503448,"about_ca_topic_score_gemma":0.021493757,"teacher_disagreement_score":0.819288,"about_ca_system_score_codex":0.000009829632,"about_ca_system_score_gemma":0.00011517406,"threshold_uncertainty_score":0.9999761},"labels":[],"label_agreement":null}]}