{"meta":{"query_hash":"db72e93d2f11","filters":{"venue":"Águas Subterrâneas"},"cohort_total":2,"direct_labels_cover":0,"predictions_cover":2,"exported":2,"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/db72e93d2f11","api":"https://metacan.xera.ac/api/v1/cohort?venue=%C3%81guas+Subterr%C3%A2neas"},"results":[{"id":"W1997288062","doi":"10.14295/ras.v23i1.17004","title":"ANÁLISE DO MÉTODO DO PERMEÂMETRO DE GUELPH NA DETERMINAÇÃO DA CONDUTIVIDADE HIDRÁULICA SATURADA","year":2009,"lang":"pt","type":"article","venue":"Águas Subterrâneas","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Permeameter; Hydraulic conductivity; Loam; Isotropy; Stage (stratigraphy); Soil water; Mathematics; Soil science; Geology; Physics; Optics","score_opus":0.020506132900213372,"score_gpt":0.2505776360475663,"score_spread":0.23007150314735292,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1997288062","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":[0.95733654,0.0005910734,0.037541084,0.00004318379,0.000013187883,0.000048957263,0.00052013824,0.0003083019,0.003597531],"genre_scores_gemma":[0.98531276,0.00026106357,0.013681655,0.000019800611,0.000005097852,0.000027641508,0.00008876752,0.000030996132,0.00057220325],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993742,0.00014008823,0.000022135562,0.00018778355,0.00022999887,0.000045788594],"domain_scores_gemma":[0.9989801,0.0005530511,0.00016316588,0.00005687317,0.0002081906,0.000038670154],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00083763537,0.00037316687,0.000491152,0.0012550582,0.00043788258,0.000571182,0.00040300377,0.00059168943,0.00074286107],"category_scores_gemma":[0.0026509548,0.00019315718,0.00021172926,0.0011701799,0.00042017587,0.0007810434,0.00037575368,0.0003072699,0.00037120067],"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":[0.00031170258,0.00005388946,0.16672917,0.0005888768,0.00009463885,0.00043106818,0.0018859428,0.0027408763,0.7096376,0.00059935846,0.0002246855,0.11670221],"study_design_scores_gemma":[0.000015404908,0.000605629,0.626308,0.000068914895,0.00013033648,0.0014300726,0.0008951598,0.029742023,0.33322823,0.0006761159,0.0067993216,0.00010072737],"about_ca_topic_score_codex":0.008008819,"about_ca_topic_score_gemma":0.015328052,"teacher_disagreement_score":0.008008819,"about_ca_system_score_codex":0.00033981036,"about_ca_system_score_gemma":0.00038922465,"threshold_uncertainty_score":0.015924394},"labels":[],"label_agreement":null},{"id":"W3180713584","doi":"10.14295/ras.v35i2.30024","title":"Integration of discrete fracture networks and flow simulator for quantification of hydrogeological uncertainty","year":2021,"lang":"en","type":"article","venue":"Águas Subterrâneas","topic":"Groundwater flow and contamination studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Hydrogeology; MODFLOW; Fracture (geology); Groundwater flow; Aquifer; Flow (mathematics); Monte Carlo method; Computer science; Geology; Computer simulation; Poisson distribution; Groundwater; Geotechnical engineering; Simulation; Statistics; Mathematics; Geometry","score_opus":0.01783822977893495,"score_gpt":0.2523805629065118,"score_spread":0.23454233312757683,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3180713584","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16882421,0.000116644485,0.82642466,0.00012054717,0.000042148167,0.00008433144,0.00027237867,0.00056878274,0.0035462936],"genre_scores_gemma":[0.88011366,0.00013397635,0.118203,0.000027741391,0.0000149076695,0.0001666469,0.00018147824,0.000058639715,0.0010999169],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997453,0.000098665696,0.000015537184,0.000042641917,0.0000748571,0.000023093293],"domain_scores_gemma":[0.99935895,0.00038414003,0.00006858327,0.00005444696,0.00010191227,0.00003193865],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006561786,0.0005479131,0.00046312576,0.00071234995,0.0003575191,0.00059670774,0.0007717994,0.00084821857,0.0009040565],"category_scores_gemma":[0.0017148997,0.00030783523,0.00060115603,0.0004837347,0.00042792343,0.0007303248,0.00060757913,0.0005806706,0.00009597877],"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":[0.000010375133,0.00001454178,0.0009488931,0.000007559775,0.000008348921,0.00001704896,0.000013230898,0.9938566,0.00046557575,0.001730983,0.00003194358,0.002894909],"study_design_scores_gemma":[0.0000011262897,0.0000032178223,0.0000562976,9.2199537e-7,0.0000010993642,0.000002920156,0.000002000882,0.9994881,0.00011707719,0.00025999267,0.000065874134,0.0000013683546],"about_ca_topic_score_codex":0.017454274,"about_ca_topic_score_gemma":0.011846661,"teacher_disagreement_score":0.017454274,"about_ca_system_score_codex":0.0008755865,"about_ca_system_score_gemma":0.0010882729,"threshold_uncertainty_score":0.03470534},"labels":[],"label_agreement":null}]}