{"meta":{"query_hash":"951dab8ffca8","filters":{"venue":"Flow Measurement and Instrumentation"},"cohort_total":30,"direct_labels_cover":0,"predictions_cover":30,"exported":30,"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/951dab8ffca8","api":"https://metacan.xera.ac/api/v1/cohort?venue=Flow+Measurement+and+Instrumentation"},"results":[{"id":"W1066793537","doi":"10.1016/j.flowmeasinst.2015.07.012","title":"Capacitance wire mesh imaging of bubbly flows for offshore treatment applications","year":2015,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Fluid Dynamics and Mixing","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Bubble; Mechanics; Flow (mathematics); Geology; Capacitance; Submarine pipeline; Materials science; Acoustics; Physics; Geotechnical engineering","score_opus":0.03169859037742989,"score_gpt":0.22731181148577145,"score_spread":0.19561322110834156,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1066793537","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":[0.79135525,0.00117789,0.19280025,0.0006476209,0.00009355564,0.000119697375,0.00047647028,0.0006585303,0.0126706865],"genre_scores_gemma":[0.95312786,0.00054414687,0.04339398,0.00010305591,0.00002600143,0.000030535284,0.00012445885,0.00010345018,0.0025464448],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998913,0.000015092701,0.0000036456406,0.000019918183,0.000056034056,0.000013930393],"domain_scores_gemma":[0.99974996,0.00010263102,0.000030706582,0.000023630339,0.00007346469,0.00001955716],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016112551,0.00019613888,0.0001221606,0.0006082095,0.00026275488,0.00044832137,0.00024402031,0.0005342402,0.0028999131],"category_scores_gemma":[0.00076077535,0.00015373762,0.00006939387,0.0005143792,0.00018562125,0.0006995084,0.000292475,0.00034398044,0.00018109508],"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":[0.00029676984,0.0000378662,0.0017560285,0.00013201147,0.000006014185,0.000177999,0.00009335678,0.0022009898,0.962156,0.00093592965,0.000796942,0.031410202],"study_design_scores_gemma":[0.00003739348,0.00023004822,0.015712932,0.0000404627,0.000020558544,0.0005144785,0.0002021139,0.09267324,0.88391745,0.0006823271,0.0059323823,0.000036559777],"about_ca_topic_score_codex":0.0014985115,"about_ca_topic_score_gemma":0.0027732186,"teacher_disagreement_score":0.0028999131,"about_ca_system_score_codex":0.00041265687,"about_ca_system_score_gemma":0.0003833824,"threshold_uncertainty_score":0.009701192},"labels":[],"label_agreement":null},{"id":"W2000312136","doi":"10.1016/j.flowmeasinst.2007.01.001","title":"A new method of entrainment fraction measurement in annular gas–liquid flow in a small diameter vertical tube","year":2007,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Fluid Dynamics and Mixing","field":"Engineering","cited_by":17,"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 Ontario Institute of Technology","funders":"","keywords":"Entrainment (biomusicology); Separator (oil production); Repeatability; Mechanics; Materials science; Fraction (chemistry); Two-phase flow; Flow (mathematics); Mass fraction; Tube (container); Chromatography; Analytical Chemistry (journal); Thermodynamics; Chemistry; Physics; Acoustics; Composite material","score_opus":0.023164503217787253,"score_gpt":0.2368413544955552,"score_spread":0.21367685127776795,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2000312136","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":[0.18803068,0.003214412,0.8038795,0.00015778388,0.0002864291,0.00018956795,0.0002770559,0.0022701798,0.0016943947],"genre_scores_gemma":[0.57852566,0.0009355951,0.41706792,0.00012971766,0.00013822604,0.00025231487,0.00020804377,0.00015771945,0.0025848502],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991553,0.00010424067,0.000047488316,0.0002749901,0.0003733983,0.00004450831],"domain_scores_gemma":[0.9990652,0.00027066184,0.00012355128,0.00015115703,0.00030718185,0.00008237764],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010116011,0.00069689314,0.0009348071,0.0013868501,0.0005984748,0.00056129094,0.0011985896,0.0007661847,0.00065380684],"category_scores_gemma":[0.0007987296,0.00051942194,0.00030198885,0.00059679075,0.0006642691,0.0012172712,0.00089450314,0.0007305852,0.00034572533],"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":[0.00014873156,0.000031810854,0.0014672155,0.00012776798,0.000012903986,0.000049351675,0.00009139714,0.00015496254,0.96746427,0.00052896637,0.00017259928,0.029749982],"study_design_scores_gemma":[0.000041890013,0.00038919845,0.006735674,0.000014502185,0.000060095612,0.0007718108,0.00004011436,0.018027533,0.96873826,0.00021136737,0.0048896126,0.00007994357],"about_ca_topic_score_codex":0.0009020319,"about_ca_topic_score_gemma":0.00095669174,"teacher_disagreement_score":0.0013868501,"about_ca_system_score_codex":0.00053570187,"about_ca_system_score_gemma":0.0006197669,"threshold_uncertainty_score":0.0053498745},"labels":[],"label_agreement":null},{"id":"W2040675993","doi":"10.1016/j.flowmeasinst.2010.12.003","title":"Explicit solutions for critical and normal depths in channels with different shapes","year":2010,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Computation; Exponential function; Flow (mathematics); Horseshoe (symbol); Computer science; Mathematics; Applied mathematics; Mathematical analysis; Geometry; Algorithm","score_opus":0.022265448700313807,"score_gpt":0.226451355877574,"score_spread":0.2041859071772602,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2040675993","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":[0.12742366,0.0029296307,0.78381485,0.004268745,0.0006378771,0.00014058204,0.00032645554,0.00033330076,0.080124944],"genre_scores_gemma":[0.8419522,0.0018563495,0.09814722,0.000923914,0.0004508319,0.00020271924,0.00021474095,0.0004892759,0.055762738],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995765,0.00013519818,0.000023124101,0.00006228223,0.00009202602,0.00011086587],"domain_scores_gemma":[0.99701893,0.0019441507,0.00030059362,0.00013802832,0.00038952974,0.00020883237],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015547933,0.0015983469,0.0008690407,0.0015452935,0.0010151361,0.0021971443,0.0020616367,0.0044587073,0.0066133505],"category_scores_gemma":[0.01126311,0.0010808216,0.0010148822,0.0008481947,0.0035664162,0.0048149982,0.003365253,0.0034824314,0.0005913873],"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":[0.000059954138,0.00008481362,0.0005225512,0.0002620738,0.000019445595,0.00023982387,0.0004207158,0.23485488,0.0024288008,0.7500483,0.0022955074,0.008763158],"study_design_scores_gemma":[0.00003766312,0.00001492218,0.00024245992,0.0000847102,0.000018648047,0.00008521401,0.0002124109,0.7836013,0.0009193981,0.21248427,0.0022624831,0.00003654259],"about_ca_topic_score_codex":0.005679672,"about_ca_topic_score_gemma":0.0078047663,"teacher_disagreement_score":0.0066133505,"about_ca_system_score_codex":0.0020218089,"about_ca_system_score_gemma":0.001667014,"threshold_uncertainty_score":0.022123814},"labels":[],"label_agreement":null},{"id":"W2044810719","doi":"10.1016/j.flowmeasinst.2003.11.004","title":"Determination of In-line process viscosity using static mixers","year":2004,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Fluid Dynamics and Mixing","field":"Engineering","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":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Viscosity; Static mixer; Mixing (physics); Materials science; Newtonian fluid; Mechanics; Drop (telecommunication); Process (computing); Pressure drop; Non-Newtonian fluid; Power-law fluid; Line (geometry); Process engineering; Thermodynamics; Mechanical engineering; Computer science; Composite material; Physics; Engineering; Mathematics","score_opus":0.02579533614977933,"score_gpt":0.2442941440803817,"score_spread":0.21849880793060236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2044810719","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":[0.8279527,0.0011665962,0.1660787,0.00016931968,0.00019477613,0.00021300488,0.0005150724,0.0007759887,0.002933974],"genre_scores_gemma":[0.9185396,0.0011850161,0.07477206,0.00016784902,0.00010480479,0.00015656922,0.00065595174,0.00013603164,0.00428214],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99901175,0.00020238949,0.00007080892,0.00021501514,0.00039370506,0.00010625015],"domain_scores_gemma":[0.99883753,0.00036994801,0.00021793446,0.00013260578,0.00033235256,0.00010968649],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011141824,0.0006489386,0.00074985257,0.0010379188,0.00065450446,0.001083961,0.0005624946,0.0006214245,0.0009993707],"category_scores_gemma":[0.0016671197,0.00040896254,0.00032189995,0.0006907459,0.00032407974,0.00084247853,0.00033749934,0.0011555298,0.0005588689],"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":[0.00030759792,0.00016795205,0.00295037,0.000079697485,0.000022714668,0.000031986845,0.00008874116,0.00013148431,0.981105,0.00022683595,0.00013471703,0.014752807],"study_design_scores_gemma":[0.000016650496,0.0003383727,0.0031190536,0.0000053769663,0.00004089552,0.00006808576,0.000029322193,0.0031995873,0.9922335,0.000074413205,0.0008653559,0.000009325815],"about_ca_topic_score_codex":0.0006304745,"about_ca_topic_score_gemma":0.0013004533,"teacher_disagreement_score":0.0011141824,"about_ca_system_score_codex":0.00056195766,"about_ca_system_score_gemma":0.0006191741,"threshold_uncertainty_score":0.0058924556},"labels":[],"label_agreement":null},{"id":"W2065839971","doi":"10.1016/j.flowmeasinst.2008.08.001","title":"Development of a fully automated soap flowmeter for micro flow measurements","year":2008,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Innovative Microfluidic and Catalytic Techniques Innovation","field":"Engineering","cited_by":16,"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 Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Flow measurement; Soap bubble; Volumetric flow rate; Flow (mathematics); Bubble; Ranging; Ultrasonic flow meter; Mass flow meter; Tube (container); Accuracy and precision; Materials science; Metre; Measuring principle; Measuring instrument; Computer science; Optics; Mechanics; Mathematics; Telecommunications; Physics","score_opus":0.0659063009880947,"score_gpt":0.25257454748052544,"score_spread":0.18666824649243074,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2065839971","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":[0.1354242,0.00052978797,0.8441605,0.00041453048,0.00043849106,0.0016715531,0.0014111372,0.013389097,0.0025605962],"genre_scores_gemma":[0.16783431,0.00031991958,0.8244017,0.00029076857,0.00011744182,0.0011557122,0.0010424434,0.00034291917,0.0044947867],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987412,0.000095806834,0.00008266157,0.00022398606,0.00076781353,0.000088635235],"domain_scores_gemma":[0.9983954,0.00051777734,0.00010175189,0.00019054134,0.0006603598,0.0001342427],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012862417,0.0006622722,0.0011373499,0.00071543147,0.000528818,0.000752882,0.0012182571,0.0008168828,0.0016705109],"category_scores_gemma":[0.0017858122,0.00070859387,0.0004592249,0.00039377244,0.00031525083,0.00082870945,0.0006137956,0.0012655472,0.0010674014],"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":[0.00010843761,0.00012068421,0.00072309084,0.00010933428,0.000020338635,0.000041925843,0.00004226245,0.00047765544,0.95029527,0.0006917286,0.0011028611,0.046266474],"study_design_scores_gemma":[0.000062387655,0.00046645786,0.00434867,0.000015083665,0.000033208333,0.0002792993,0.00001452887,0.028732253,0.9497283,0.00043383616,0.01582433,0.00006177942],"about_ca_topic_score_codex":0.0014298244,"about_ca_topic_score_gemma":0.0023726253,"teacher_disagreement_score":0.0016705109,"about_ca_system_score_codex":0.000540811,"about_ca_system_score_gemma":0.0021549915,"threshold_uncertainty_score":0.00680238},"labels":[],"label_agreement":null},{"id":"W2084638552","doi":"10.1016/j.flowmeasinst.2008.06.001","title":"Measurement of the acoustic velocity characteristics in a standing-wave tube using out of phase PIV","year":2008,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Flow Measurement and Analysis","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Synchronizing; Waveform; Acoustics; Standing wave; Measure (data warehouse); Physics; SIGNAL (programming language); Particle velocity; Phase (matter); Group velocity; Phase velocity; Optics; Transmission (telecommunications); Computer science; Telecommunications","score_opus":0.08421407397345018,"score_gpt":0.2445771261981452,"score_spread":0.16036305222469502,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2084638552","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":[0.8968395,0.00016104145,0.09962145,0.00007322847,0.00006521622,0.00010024219,0.00017197627,0.00029376743,0.0026735167],"genre_scores_gemma":[0.9740511,0.00011119375,0.02444593,0.000025123283,0.000019472807,0.000032407435,0.00010411404,0.000033363725,0.0011773108],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999387,0.00009386293,0.00002493604,0.000072116156,0.00034783568,0.000074151205],"domain_scores_gemma":[0.9985613,0.0005655066,0.00012156063,0.00011725801,0.00050250784,0.0001318894],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00059467286,0.00037306832,0.0005679752,0.0007190148,0.00056562165,0.0009193982,0.00064198975,0.00061145565,0.00069626013],"category_scores_gemma":[0.0016285931,0.0003134933,0.00019056244,0.00047866168,0.00065193366,0.00081982586,0.0007181865,0.0005955887,0.00023560597],"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":[0.00040655126,0.000085194006,0.0062973206,0.000075699085,0.000012778826,0.000109106004,0.00025887098,0.00077891187,0.97246575,0.000737682,0.00013445325,0.018637814],"study_design_scores_gemma":[0.00006647978,0.001237733,0.03290278,0.000021752681,0.000035494246,0.00065605965,0.00031813895,0.057352368,0.904264,0.00054433284,0.0025390193,0.000061854495],"about_ca_topic_score_codex":0.0007839499,"about_ca_topic_score_gemma":0.00090788445,"teacher_disagreement_score":0.0009193982,"about_ca_system_score_codex":0.00025099935,"about_ca_system_score_gemma":0.0006073056,"threshold_uncertainty_score":0.0031449795},"labels":[],"label_agreement":null},{"id":"W2190793710","doi":"10.1016/j.flowmeasinst.2015.05.003","title":"A high-linearity DC planar Ionic anemometer","year":2015,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Aerosol Filtration and Electrostatic Precipitation","field":"Engineering","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":"Simon Fraser University","funders":"Natural Sciences and Engineering Research Council of Canada; Simon Fraser University","keywords":"Anemometer; Airflow; Materials science; Mechanics; Cathode; Linearity; Planar; Anode; Acoustics; Voltage; Optics; Electrical engineering; Physics; Computer science; Turbulence; Thermodynamics; Engineering","score_opus":0.04228397704170061,"score_gpt":0.22048698239811101,"score_spread":0.1782030053564104,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2190793710","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":[0.1543858,0.0014566503,0.80581707,0.0007002157,0.0006374846,0.0009940898,0.0017356687,0.016003113,0.018269949],"genre_scores_gemma":[0.64156413,0.0008619067,0.3215549,0.001709072,0.0006809242,0.000627769,0.001618694,0.000699608,0.030683052],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99766773,0.00014352253,0.00010275537,0.0004863043,0.0014768726,0.00012274433],"domain_scores_gemma":[0.99813,0.0003594623,0.00014228938,0.00023577934,0.0009852771,0.0001470787],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008339869,0.00060933747,0.00076539547,0.0011840245,0.0008894323,0.0009769575,0.0018575134,0.00069196016,0.004681005],"category_scores_gemma":[0.0016364915,0.00045148146,0.00030092258,0.00094579614,0.00041126608,0.0010336648,0.0014987213,0.0010211043,0.0027636283],"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":[0.00035396585,0.00017195335,0.0047064205,0.00024771603,0.000028161296,0.00006561036,0.000079151025,0.00048440145,0.8693024,0.0016732119,0.0058500445,0.11703686],"study_design_scores_gemma":[0.00015032972,0.0009510351,0.014449958,0.000033454795,0.00013600991,0.0020030283,0.00008812753,0.029076867,0.88507235,0.0005953387,0.0672956,0.00014780021],"about_ca_topic_score_codex":0.0011026138,"about_ca_topic_score_gemma":0.0014192646,"teacher_disagreement_score":0.004681005,"about_ca_system_score_codex":0.0006280979,"about_ca_system_score_gemma":0.0018706946,"threshold_uncertainty_score":0.015659451},"labels":[],"label_agreement":null},{"id":"W2610869440","doi":"10.1016/j.flowmeasinst.2017.05.001","title":"Gradually Varied Flow modeling: How to choose a reach with maximum information content?","year":2017,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":5,"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 Alberta","funders":"","keywords":"Channel (broadcasting); Computer science; Calibration; Upstream (networking); Sensitivity (control systems); Context (archaeology); Computation; Process (computing); Flow (mathematics); Range (aeronautics); Hydraulics; Downstream (manufacturing); Data mining; Algorithm; Statistics; Mathematics; Geology; Electronic engineering; Telecommunications","score_opus":0.04523908371447156,"score_gpt":0.21238612817467614,"score_spread":0.1671470444602046,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2610869440","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":[0.077245995,0.00077235716,0.8948473,0.0056661973,0.00007833585,0.00016153781,0.00016175085,0.0012636449,0.019802969],"genre_scores_gemma":[0.71282494,0.00072877377,0.2823554,0.00061378384,0.000075297416,0.00024584224,0.0001992577,0.0006393158,0.0023173792],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99772674,0.0012032819,0.00010437344,0.00033579054,0.00044348877,0.00018621063],"domain_scores_gemma":[0.9877466,0.008415572,0.0005589793,0.0016657114,0.0009868412,0.0006262708],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0048944457,0.00086063327,0.0015494816,0.0017763154,0.0010870291,0.003259844,0.0027472405,0.0027730586,0.0050544823],"category_scores_gemma":[0.05560762,0.000929605,0.00090934755,0.001452331,0.0023987314,0.01326722,0.004170674,0.0026843946,0.0012247482],"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":[0.0008132113,0.00051632745,0.005209466,0.00069130573,0.00023722176,0.00033373025,0.0015511309,0.34033236,0.009527133,0.3312867,0.0064200377,0.30308145],"study_design_scores_gemma":[0.00013340135,0.0003054872,0.0013749987,0.00028004544,0.00012063561,0.00014812742,0.0007105886,0.61311257,0.0059023714,0.37016866,0.007636536,0.00010658021],"about_ca_topic_score_codex":0.0022839874,"about_ca_topic_score_gemma":0.0034949721,"teacher_disagreement_score":0.0050544823,"about_ca_system_score_codex":0.0013311077,"about_ca_system_score_gemma":0.001997298,"threshold_uncertainty_score":0.025884628},"labels":[],"label_agreement":null},{"id":"W2901670282","doi":"10.1016/j.flowmeasinst.2018.11.017","title":"Artificial intelligence models for prediction of the aeration efficiency of the stepped weir","year":2018,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":36,"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 Guelph","funders":"","keywords":"Weir; Mean squared error; Reynolds number; Aeration; Flow (mathematics); Mathematics; Coefficient of determination; Root mean square; Statistics; Mechanics; Engineering; Physics; Geometry","score_opus":0.043888210428712174,"score_gpt":0.22302920998343845,"score_spread":0.1791409995547263,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2901670282","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":[0.8879942,0.00035419044,0.10649408,0.00037584137,0.0000456901,0.00002610715,0.00015212121,0.00024002057,0.004317724],"genre_scores_gemma":[0.99568874,0.00007128967,0.0028821302,0.000014502851,0.000007556238,0.000014232815,0.00005290705,0.000005908479,0.0012627862],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998797,0.000039381815,0.0000068892537,0.000031212552,0.000019504487,0.000023156364],"domain_scores_gemma":[0.999121,0.0006376682,0.00008179182,0.00002477232,0.00010368565,0.000031022922],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005594168,0.00049691595,0.00068211433,0.00049351115,0.00045530224,0.001077189,0.00069541665,0.0008656217,0.001025502],"category_scores_gemma":[0.0019844784,0.0003464864,0.00046981729,0.00044735425,0.0006192456,0.0006276832,0.00035454365,0.00084425375,0.0001501074],"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":[0.000009805799,0.000008189677,0.00038813418,0.0000030822875,0.0000073638694,0.0000058605447,0.000004480765,0.9981982,0.000073007155,0.00035617515,0.000032454587,0.0009132465],"study_design_scores_gemma":[7.631041e-7,0.0000024580993,0.000089060515,3.1897977e-7,0.000001096275,5.051965e-7,0.000001127027,0.9997439,0.000020854528,0.00013227978,0.000006846089,7.0820334e-7],"about_ca_topic_score_codex":0.024791637,"about_ca_topic_score_gemma":0.01226071,"teacher_disagreement_score":0.024791637,"about_ca_system_score_codex":0.0010554031,"about_ca_system_score_gemma":0.00079987774,"threshold_uncertainty_score":0.04929465},"labels":[],"label_agreement":null},{"id":"W3086925215","doi":"10.1016/j.flowmeasinst.2020.101825","title":"Numerical simulation of free flow through side orifice in a circular open-channel using response surface method","year":2020,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":11,"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 Waterloo","funders":"","keywords":"Froude number; Discharge coefficient; Body orifice; Mechanics; Open-channel flow; Channel (broadcasting); Orifice plate; Flow (mathematics); Flow coefficient; Materials science; Free surface; Sensitivity (control systems); Mathematics; Physics; Engineering; Thermodynamics; Mechanical engineering; Electronic engineering; Telecommunications","score_opus":0.08000693490434575,"score_gpt":0.2998508587046691,"score_spread":0.21984392380032336,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3086925215","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":[0.9233621,0.00016399504,0.062191855,0.00031920744,0.00007853716,0.00007362904,0.00023945159,0.00046291875,0.0131084025],"genre_scores_gemma":[0.9908992,0.000049321374,0.006461871,0.000026183243,0.000008447723,0.000034191624,0.00006257728,0.000023077475,0.0024350348],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979085,0.00005126182,0.000011167088,0.000042410655,0.000049156934,0.000055186152],"domain_scores_gemma":[0.99908257,0.00058739266,0.000072882125,0.00005186098,0.00012846553,0.0000767427],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032664373,0.0003675552,0.00092713314,0.00045476697,0.00077235897,0.0007812544,0.0009825184,0.0021349012,0.0023686308],"category_scores_gemma":[0.0011786395,0.00038433456,0.00063154043,0.00054722023,0.0012262459,0.0005586415,0.00056199246,0.00058381434,0.00020361405],"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":[0.00010690987,0.000091391856,0.0012323984,0.000028142822,0.000010799873,0.00010816143,0.00005340834,0.9922254,0.0029360726,0.0014556079,0.00013782279,0.0016138024],"study_design_scores_gemma":[0.000008707826,0.000018438266,0.00015426971,0.0000011556647,0.000001582201,0.0000042770266,0.000010605385,0.9993753,0.00031061415,0.0000756002,0.000035972527,0.0000035381454],"about_ca_topic_score_codex":0.016606573,"about_ca_topic_score_gemma":0.005276787,"teacher_disagreement_score":0.016606573,"about_ca_system_score_codex":0.00074774504,"about_ca_system_score_gemma":0.0012214244,"threshold_uncertainty_score":0.03301984},"labels":[],"label_agreement":null},{"id":"W3169687044","doi":"10.1016/j.flowmeasinst.2021.101973","title":"A novel method to improve Electrical Resistance Tomography measurements on slurries containing clays","year":2021,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Electrical and Bioimpedance Tomography","field":"Engineering","cited_by":14,"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 Alberta; Saskatchewan Research Council (Canada)","funders":"","keywords":"Slurry; Tomography; Tailings; Materials science; Electrical resistivity tomography; Electrical resistance and conductance; Geotechnical engineering; Soil science; Geology; Mineralogy; Composite material; Metallurgy; Electrical resistivity and conductivity","score_opus":0.03038844161093321,"score_gpt":0.2490282097913026,"score_spread":0.2186397681803694,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3169687044","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":[0.2142605,0.00131914,0.7789518,0.0003685054,0.00039117027,0.00023291957,0.0004037275,0.002292523,0.0017796141],"genre_scores_gemma":[0.40628982,0.0007389123,0.586714,0.00023118386,0.00012750363,0.0002605369,0.00037976936,0.00020921793,0.005049106],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99904495,0.00009713234,0.000050843086,0.0002704891,0.00048016614,0.00005633358],"domain_scores_gemma":[0.9986811,0.00043127793,0.00020552998,0.00017786086,0.0004493006,0.000054952],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00077327364,0.0008819423,0.0006364723,0.0010625548,0.00034153493,0.0005942992,0.000852708,0.0010657954,0.0012911329],"category_scores_gemma":[0.0014970995,0.0005638462,0.00035063492,0.0005741661,0.0004799265,0.0008636469,0.00066741434,0.0009885088,0.000608342],"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":[0.00002887852,0.000020607788,0.00027437642,0.00006904625,0.0000067142364,0.000031378568,0.0000245833,0.000090682486,0.99007064,0.000060906023,0.000107465596,0.009214691],"study_design_scores_gemma":[0.000015251418,0.00018261891,0.0018657449,0.0000089768155,0.000029462404,0.0002874059,0.000029533774,0.0066026812,0.987748,0.000053923595,0.0031520543,0.000024395184],"about_ca_topic_score_codex":0.00093377853,"about_ca_topic_score_gemma":0.0034771846,"teacher_disagreement_score":0.0012911329,"about_ca_system_score_codex":0.0003609362,"about_ca_system_score_gemma":0.00048999744,"threshold_uncertainty_score":0.0043192506},"labels":[],"label_agreement":null},{"id":"W4366779691","doi":"10.1016/j.flowmeasinst.2023.102374","title":"A novel approach to multi-path ultrasonic transit time flow meter based on measurement model analysis to improve accuracy","year":2023,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Flow Measurement and Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Power Generation","funders":"","keywords":"Ultrasonic flow meter; Flow measurement; Flow (mathematics); Laminar flow; Observational error; Range (aeronautics); Ultrasonic sensor; Mechanics; Flow velocity; Acoustics; Path (computing); Computer science; Simulation; Mathematics; Physics; Engineering; Statistics","score_opus":0.050130226768691506,"score_gpt":0.23224059832392696,"score_spread":0.18211037155523546,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366779691","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":[0.002585402,0.00008031842,0.9956793,0.000040114064,0.00003449379,0.000027536174,0.00001831101,0.0008040901,0.0007304708],"genre_scores_gemma":[0.27750596,0.00035132462,0.71442205,0.00014994826,0.00012553115,0.00019583984,0.00023347845,0.00026195106,0.006753904],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99875164,0.00016335181,0.00005702416,0.0003530065,0.0006195924,0.000055419874],"domain_scores_gemma":[0.9994746,0.00011251644,0.000052457308,0.00009566985,0.00024730034,0.000017493332],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052706,0.0010686433,0.0010639775,0.0011842585,0.0007407505,0.0009938575,0.0015195003,0.0009431617,0.0026063863],"category_scores_gemma":[0.0010572356,0.0005834567,0.0010206982,0.0009453394,0.0003676996,0.0018897778,0.00093381637,0.0010035249,0.0012223788],"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":[0.00034881008,0.00034055125,0.003884158,0.0003899559,0.00020775704,0.00030479342,0.00028313877,0.0752279,0.24891041,0.02310028,0.0051025194,0.64189976],"study_design_scores_gemma":[0.000019038664,0.00015044594,0.0009947037,0.000012308309,0.000075906675,0.00028831002,0.000030332178,0.9397921,0.04802409,0.0028661843,0.007694243,0.000052383875],"about_ca_topic_score_codex":0.0036073495,"about_ca_topic_score_gemma":0.003573771,"teacher_disagreement_score":0.0036073495,"about_ca_system_score_codex":0.0006967544,"about_ca_system_score_gemma":0.001077067,"threshold_uncertainty_score":0.008719265},"labels":[],"label_agreement":null},{"id":"W4378195347","doi":"10.1016/j.flowmeasinst.2023.102375","title":"Effect of the pipe bend of the morning glory spillway on the cavitation number","year":2023,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Cavitation; Flow (mathematics); Mechanics; Spillway; Materials science; Geotechnical engineering; Geology; RADIUS; Physics; Computer science","score_opus":0.012083239329899733,"score_gpt":0.21333337445660372,"score_spread":0.20125013512670398,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4378195347","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":[0.99827576,0.000050833456,0.00060588244,0.00003116522,0.000033535987,0.0000048327456,0.000067712135,0.0000744776,0.00085584284],"genre_scores_gemma":[0.9990771,0.000019209076,0.00014281557,0.000014869821,0.0000035880994,0.000002130872,0.000040843428,0.000016028385,0.00068341155],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996418,0.000056995894,0.000014583136,0.00007711662,0.00004760909,0.00016191792],"domain_scores_gemma":[0.9975999,0.0013065399,0.00024641713,0.00017743056,0.00028025187,0.0003893696],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003752287,0.00041696365,0.00060904335,0.000268024,0.0005251284,0.0007154397,0.00036696176,0.0007498451,0.00673259],"category_scores_gemma":[0.0017485297,0.00041354727,0.00057422544,0.00026995412,0.00061938335,0.0005026476,0.000509298,0.0008566587,0.00066328695],"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":[0.041092817,0.000945464,0.040968236,0.00040537692,0.00013951307,0.0010505887,0.0007215214,0.033331405,0.8547285,0.00048056192,0.0013187127,0.024817392],"study_design_scores_gemma":[0.00036782163,0.015014112,0.52311295,0.00008291095,0.00045636963,0.00050115923,0.0028438144,0.029035466,0.42474657,0.00030255085,0.0032630465,0.00027321622],"about_ca_topic_score_codex":0.0031819602,"about_ca_topic_score_gemma":0.0035321403,"teacher_disagreement_score":0.00673259,"about_ca_system_score_codex":0.00048549028,"about_ca_system_score_gemma":0.00063579326,"threshold_uncertainty_score":0.022522748},"labels":[],"label_agreement":null},{"id":"W4385648897","doi":"10.1016/j.flowmeasinst.2023.102438","title":"Validation of a mathematical model of ultrasonic cross-correlation flow meters based on industrial experience","year":2023,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Flow Measurement and Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Power Generation","funders":"","keywords":"Upstream (networking); Computer science; Ultrasonic flow meter; Flow (mathematics); Ultrasonic sensor; Measure (data warehouse); Process (computing); Cross-correlation; Set (abstract data type); Field (mathematics); Flow measurement; Simulation; Algorithm; Mathematics; Mechanics; Statistics; Acoustics; Data mining; Physics","score_opus":0.08011201102346699,"score_gpt":0.2613125255673607,"score_spread":0.1812005145438937,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385648897","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":[0.18619041,0.00022097923,0.80454206,0.00020078372,0.00006833048,0.00017057543,0.0002451699,0.00093145104,0.007430227],"genre_scores_gemma":[0.95458764,0.00012860761,0.0430533,0.000030429404,0.000012509431,0.00019294528,0.0002086021,0.00007750563,0.0017083908],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99886703,0.00038723,0.00007137014,0.00020418005,0.00038978574,0.00008057811],"domain_scores_gemma":[0.99659306,0.0021066668,0.00019572594,0.0003053293,0.0007666212,0.00003265638],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020914935,0.0005462697,0.00062393874,0.0008493621,0.00045882803,0.0011042046,0.0015104725,0.0011918832,0.0017915317],"category_scores_gemma":[0.0063761016,0.00031996163,0.00053588854,0.0005236866,0.00057613046,0.0011609138,0.00056416605,0.0006811835,0.0005078287],"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":[0.000090975984,0.0001617229,0.0019319553,0.00010880947,0.000023238634,0.000069617075,0.000077783836,0.9662316,0.0053122765,0.004617607,0.0003947594,0.020979706],"study_design_scores_gemma":[0.000006715745,0.000032720272,0.00036050973,0.0000049384957,0.00000531132,0.000013449313,0.0000061279775,0.99741685,0.0016110105,0.00034077652,0.0001963482,0.000005311664],"about_ca_topic_score_codex":0.009168726,"about_ca_topic_score_gemma":0.0032892881,"teacher_disagreement_score":0.009168726,"about_ca_system_score_codex":0.0010295685,"about_ca_system_score_gemma":0.0013813081,"threshold_uncertainty_score":0.018230677},"labels":[],"label_agreement":null},{"id":"W4390640609","doi":"10.1016/j.flowmeasinst.2023.102520","title":"Effects of ramp slope and discharge on hydraulic performance of submerged hump weirs","year":2024,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tailwater; Discharge coefficient; Modular design; Mechanics; Limit (mathematics); Flow (mathematics); Environmental science; Stage (stratigraphy); Geotechnical engineering; Geology; Mathematics; Physics; Computer science; Thermodynamics","score_opus":0.008045708032864423,"score_gpt":0.1913692306876015,"score_spread":0.1833235226547371,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390640609","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":[0.99977905,0.0000060118387,0.00005159758,0.000001571333,6.648001e-7,8.346186e-7,0.000019931833,0.0000066346906,0.00013378136],"genre_scores_gemma":[0.99976987,0.000006546736,0.000047374135,0.0000027635526,4.671414e-7,0.0000011908857,0.000031372023,0.0000030599017,0.00013731018],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999864,0.00003041553,0.0000099750505,0.00002748802,0.0000305847,0.00003744519],"domain_scores_gemma":[0.9993942,0.00030535323,0.00006694568,0.000052597607,0.00006935115,0.00011153576],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023166763,0.00025222567,0.00037842552,0.00021321968,0.00027611866,0.00046437082,0.00025031608,0.00027791035,0.0013563902],"category_scores_gemma":[0.0009638494,0.00015400421,0.00024213771,0.00025799117,0.0003485014,0.00024871883,0.00037821906,0.0004326917,0.00024556395],"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":[0.008435498,0.00054323423,0.17876105,0.00018286398,0.00014276353,0.0018765386,0.0009623021,0.03950464,0.74532986,0.00019371211,0.00029955257,0.023767967],"study_design_scores_gemma":[0.000068717534,0.0045705843,0.8455934,0.000016504982,0.00009693092,0.0002713951,0.00085646415,0.026559487,0.12147697,0.00010635812,0.00033821617,0.000045020694],"about_ca_topic_score_codex":0.0035643547,"about_ca_topic_score_gemma":0.0049029114,"teacher_disagreement_score":0.0035643547,"about_ca_system_score_codex":0.00030799286,"about_ca_system_score_gemma":0.00022549588,"threshold_uncertainty_score":0.0070872307},"labels":[],"label_agreement":null},{"id":"W4391252031","doi":"10.1016/j.flowmeasinst.2024.102533","title":"Hydraulic characterization of turbulent flow through and over a porous media","year":2024,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Hydraulic flow and structures","field":"Engineering","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":"Lakehead University","funders":"","keywords":"Turbulence; Flow (mathematics); Flume; Geotechnical engineering; Mechanics; Discharge coefficient; Flow conditions; Porous medium; Porosity; Materials science; Mathematics; Geology; Thermodynamics; Physics","score_opus":0.015761893620575642,"score_gpt":0.2115572502349115,"score_spread":0.19579535661433586,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391252031","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":[0.98793644,0.000054417782,0.010799247,0.000033342007,0.000005659285,0.000010505955,0.00010747331,0.00008046263,0.00097238],"genre_scores_gemma":[0.9985984,0.000016265483,0.0010636016,0.0000074226746,0.0000019868228,0.0000043347723,0.000051556905,0.000004301662,0.00025205393],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985135,0.000015290865,0.00000849188,0.000025302723,0.00007171584,0.000027855089],"domain_scores_gemma":[0.9996861,0.00011759581,0.00005307464,0.000025056512,0.00008552316,0.000032676984],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021076748,0.0001406612,0.00016925688,0.00054778595,0.00039908296,0.0004166859,0.00016384936,0.0002635251,0.00054608856],"category_scores_gemma":[0.00046871012,0.000100997706,0.00010477342,0.00033253295,0.0005804163,0.0003805034,0.0002194496,0.00022339463,0.00005356075],"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":[0.00033531565,0.00006923187,0.008302487,0.00004457409,0.000009451154,0.00006229505,0.00017336919,0.0051619993,0.97726417,0.000613658,0.00011047597,0.007853057],"study_design_scores_gemma":[0.000028738656,0.00047151622,0.06730007,0.000008801869,0.000024062914,0.00022804276,0.0003704826,0.06459618,0.8652351,0.0003406477,0.0013444844,0.000051843566],"about_ca_topic_score_codex":0.001767474,"about_ca_topic_score_gemma":0.001543259,"teacher_disagreement_score":0.001767474,"about_ca_system_score_codex":0.00031527245,"about_ca_system_score_gemma":0.00038321177,"threshold_uncertainty_score":0.0035143495},"labels":[],"label_agreement":null},{"id":"W4392343463","doi":"10.1016/j.flowmeasinst.2024.102561","title":"Experimental and numerical study of the gated and ungated ogee spillway","year":2024,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":12,"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":"Spillway; Head (geology); Turbulence; Mechanics; Computer simulation; Volume of fluid method; Flow (mathematics); Ranging; Hydraulic head; Materials science; Geology; Geotechnical engineering; Physics","score_opus":0.016356126916445685,"score_gpt":0.22502543406289335,"score_spread":0.20866930714644766,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392343463","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":[0.9969047,0.000015968948,0.0025971641,0.000009778851,0.000007384019,0.000010260391,0.00009428156,0.000042413754,0.00031806374],"genre_scores_gemma":[0.99703985,0.000034697554,0.0025296628,0.0000069891103,0.0000017490664,0.000018038143,0.00010914536,0.000004549931,0.00025512627],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99974185,0.000024818795,0.00002230406,0.000051377403,0.000093200826,0.00006651306],"domain_scores_gemma":[0.9996948,0.00006384757,0.000057094454,0.00006067561,0.00006789762,0.000055691395],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033791724,0.00042320363,0.00035993458,0.00040083248,0.00038761835,0.00041214383,0.0003922343,0.00033498427,0.0008071163],"category_scores_gemma":[0.0006142424,0.00011399665,0.00023916842,0.0005906195,0.0006463822,0.00042939058,0.0004820068,0.0004051215,0.00007623503],"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":[0.001427941,0.0012294879,0.054257683,0.00021238551,0.00005124215,0.0008409525,0.0007203565,0.15830046,0.7486906,0.0017061514,0.0005309256,0.03203186],"study_design_scores_gemma":[0.00017305843,0.003618251,0.11292471,0.00004865164,0.00012074342,0.00023710588,0.001933054,0.37579456,0.50096834,0.0008201967,0.0032061052,0.00015523897],"about_ca_topic_score_codex":0.0041552633,"about_ca_topic_score_gemma":0.0068552997,"teacher_disagreement_score":0.0041552633,"about_ca_system_score_codex":0.0003826939,"about_ca_system_score_gemma":0.0005883945,"threshold_uncertainty_score":0.008262157},"labels":[],"label_agreement":null},{"id":"W4398678258","doi":"10.1016/j.flowmeasinst.2024.102624","title":"Hydraulics of flow over triangular weirs of finite crest length in free and submerged flow conditions","year":2024,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":0,"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 Alberta; Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Hydraulics; Mechanics; Weir; Crest; Flow (mathematics); Geology; Hydrology (agriculture); Geotechnical engineering; Physics; Thermodynamics; Optics","score_opus":0.013638065039750057,"score_gpt":0.21729520635539123,"score_spread":0.20365714131564117,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4398678258","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":[0.9931941,0.000040902723,0.0047221766,0.000058556543,0.00000934875,0.00001086416,0.00009933217,0.00007635618,0.0017882632],"genre_scores_gemma":[0.9994474,0.000011204785,0.0002561265,0.0000022802142,0.0000022900733,0.000002492612,0.000017917358,0.0000026646865,0.0002576759],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999851,0.000030440844,0.000008271582,0.000033584965,0.000030710333,0.00004600478],"domain_scores_gemma":[0.9993937,0.00030640495,0.00006238544,0.000053260635,0.00010362675,0.000080491525],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025731194,0.00014973957,0.00032037767,0.00045484674,0.0004874499,0.0006695014,0.0003587951,0.0003275421,0.0011011788],"category_scores_gemma":[0.001277464,0.00014888064,0.0002240322,0.00036697646,0.0013136276,0.00041286994,0.00041589976,0.00031517688,0.00005910993],"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":[0.0017220646,0.0004353044,0.040373605,0.00012461355,0.000054549073,0.0010633713,0.0006617885,0.8051997,0.11017235,0.019797703,0.00080296537,0.019592037],"study_design_scores_gemma":[0.00005667222,0.00022787298,0.03971921,0.0000068123204,0.0000168314,0.00007718447,0.00033085688,0.9516897,0.005715049,0.0019204454,0.00019017523,0.000049153787],"about_ca_topic_score_codex":0.012887408,"about_ca_topic_score_gemma":0.007854135,"teacher_disagreement_score":0.012887408,"about_ca_system_score_codex":0.00071167375,"about_ca_system_score_gemma":0.0008274067,"threshold_uncertainty_score":0.025624812},"labels":[],"label_agreement":null},{"id":"W4401155771","doi":"10.1016/j.flowmeasinst.2024.102666","title":"Simultaneous flow and particle measurements for multiphase flows in hydraulic engineering: A review and synthesis of current state","year":2024,"lang":"en","type":"review","venue":"Flow Measurement and Instrumentation","topic":"Particle Dynamics in Fluid Flows","field":"Engineering","cited_by":9,"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 Windsor; York University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Current (fluid); Mechanics; Multiphase flow; Flow (mathematics); Particle (ecology); State (computer science); Computer science; Geology; Physics; Thermodynamics; Oceanography","score_opus":0.07716395777817536,"score_gpt":0.3134274286349508,"score_spread":0.23626347085677546,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401155771","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00065787067,0.9919934,0.0052084806,0.00035090046,0.0003039349,0.000022052127,0.00006687952,0.000045062807,0.0013514635],"genre_scores_gemma":[0.0042989245,0.98961496,0.0047438224,0.0002579562,0.00037896432,0.000037398335,0.00011362556,0.000016586297,0.0005378031],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9990257,0.00015747994,0.00013756948,0.00024867913,0.0003794038,0.000051180454],"domain_scores_gemma":[0.9971148,0.0018649502,0.00031991123,0.000084266125,0.0005537537,0.00006237748],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023529083,0.0013576878,0.0018405415,0.0046742694,0.0004900953,0.0019856535,0.0013827236,0.0016054895,0.0030096208],"category_scores_gemma":[0.0028331885,0.00086670864,0.0011581563,0.0046021175,0.001028065,0.003527179,0.0011495611,0.0014652307,0.0014700246],"study_design_candidate":"not_applicable","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":[0.00008427442,0.00011913467,0.00090552313,0.060723472,0.0001783819,0.00020101933,0.00024225302,0.0015354782,0.012297082,0.007395881,0.011106304,0.90521115],"study_design_scores_gemma":[0.000018309276,0.00045568874,0.003835994,0.013395685,0.0007555329,0.0018168421,0.00043943687,0.003752487,0.018992396,0.0069763176,0.9492784,0.00028297002],"about_ca_topic_score_codex":0.0015313661,"about_ca_topic_score_gemma":0.0016318525,"teacher_disagreement_score":0.0046742694,"about_ca_system_score_codex":0.00063185015,"about_ca_system_score_gemma":0.0017821013,"threshold_uncertainty_score":0.0124435425},"labels":[],"label_agreement":null},{"id":"W4401667942","doi":"10.1016/j.flowmeasinst.2024.102671","title":"Using machine vision algorithms for characterizing gas-liquid slug flows in vertical pipes","year":2024,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Fluid Dynamics and Mixing","field":"Engineering","cited_by":10,"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 Guelph","funders":"Ontario Agri-Food Innovation Alliance; Natural Sciences and Engineering Research Council of Canada; Ontario Ministry of Agriculture, Food and Rural Affairs","keywords":"Slug; Slug flow; Computer science; Mechanics; Geology; Flow (mathematics); Two-phase flow; Physics","score_opus":0.037880207140966446,"score_gpt":0.2696345241285492,"score_spread":0.23175431698758275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401667942","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":[0.08511042,0.00054320245,0.91124344,0.00010200303,0.000051482442,0.00007515338,0.00007251677,0.0012192543,0.0015825877],"genre_scores_gemma":[0.529763,0.0005956037,0.4677464,0.0000863701,0.000036420344,0.00011614822,0.000253043,0.00007294612,0.0013300449],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99958664,0.000056305886,0.000024416433,0.0001166941,0.00015851171,0.00005740695],"domain_scores_gemma":[0.9994492,0.00022226335,0.00009358925,0.00003129259,0.00018242598,0.000021163249],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00070223835,0.0008550757,0.0005449454,0.0021264136,0.0003132283,0.0009957511,0.00065955205,0.000978482,0.0005846226],"category_scores_gemma":[0.0017703343,0.00029196596,0.0004971815,0.0010820352,0.00039682744,0.0009813649,0.00040025223,0.0006170427,0.00037223985],"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":[0.0001952122,0.00017688876,0.0036498818,0.00023001136,0.000053945914,0.00020066655,0.00016537294,0.17039733,0.11676612,0.002730911,0.0012184315,0.7042152],"study_design_scores_gemma":[0.000005110794,0.000061874925,0.0019026247,0.0000116684405,0.000012164193,0.0000704222,0.00003447443,0.978195,0.017931089,0.0010173183,0.00074540905,0.00001284785],"about_ca_topic_score_codex":0.0021044472,"about_ca_topic_score_gemma":0.00163594,"teacher_disagreement_score":0.0021264136,"about_ca_system_score_codex":0.00044356208,"about_ca_system_score_gemma":0.00063989847,"threshold_uncertainty_score":0.004184425},"labels":[],"label_agreement":null},{"id":"W4403312316","doi":"10.1016/j.flowmeasinst.2024.102710","title":"Flow regime discrimination and methodology for calculating discharge in trapezoidal sluice gates","year":2024,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":5,"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 Alberta","funders":"","keywords":"Sluice; Discharge coefficient; Mechanics; Flow (mathematics); Environmental science; Computer science; Marine engineering; Mechanical engineering; Physics; Engineering; Nozzle","score_opus":0.07013793024909716,"score_gpt":0.2887553373827389,"score_spread":0.21861740713364175,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403312316","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":[0.10386935,0.00007146543,0.89286834,0.000026192309,0.000019673638,0.000088502384,0.0001107122,0.0009538898,0.001991812],"genre_scores_gemma":[0.6442616,0.00007298295,0.35421443,0.000032668144,0.00000637544,0.000121050776,0.00015794714,0.00009445217,0.0010384088],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997311,0.000052721618,0.00002052249,0.00006945867,0.000092063434,0.000034169083],"domain_scores_gemma":[0.9994066,0.00025312812,0.00005650735,0.000059875547,0.00019259947,0.00003128496],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006367872,0.00026742136,0.00028703464,0.0010273135,0.00057749584,0.0007250769,0.00062215404,0.0003378314,0.00096909807],"category_scores_gemma":[0.002071014,0.00024709312,0.00031895385,0.00096433674,0.00040937442,0.0005818698,0.00045429796,0.0005314007,0.00023185946],"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":[0.00039444576,0.00028834856,0.038787074,0.00025541201,0.000059946313,0.00018334582,0.00054171163,0.24663398,0.15351403,0.031033516,0.0014658009,0.5268424],"study_design_scores_gemma":[0.000015479061,0.00007562077,0.007117199,0.000019196314,0.000014146795,0.00008001051,0.000064780084,0.9487948,0.039527785,0.00243831,0.0018231029,0.000029570367],"about_ca_topic_score_codex":0.004851032,"about_ca_topic_score_gemma":0.0060970215,"teacher_disagreement_score":0.004851032,"about_ca_system_score_codex":0.0005814473,"about_ca_system_score_gemma":0.0008974603,"threshold_uncertainty_score":0.009645641},"labels":[],"label_agreement":null},{"id":"W4405861747","doi":"10.1016/j.flowmeasinst.2024.102806","title":"Development of a novel hybrid hydrodynamic particle simulation methodology to estimate discharge coefficient for broad-crested weirs","year":2024,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":4,"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":"Discharge coefficient; Mechanics; Particle (ecology); Particle method; Environmental science; Geology; Mathematics; Physics; Thermodynamics; Mathematical analysis; Nozzle","score_opus":0.06792162623509776,"score_gpt":0.32214411700977114,"score_spread":0.2542224907746734,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405861747","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":[0.045621283,0.00004650207,0.95239615,0.000033673252,0.000019297902,0.00003924125,0.00004680814,0.0005941481,0.0012029497],"genre_scores_gemma":[0.68829054,0.00007945296,0.3094669,0.00003423463,0.000022091906,0.00013006465,0.0001486367,0.00007842672,0.001749603],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985087,0.000026893144,0.000009283118,0.00003542485,0.00006176507,0.000015721991],"domain_scores_gemma":[0.9996811,0.00010316031,0.000038413287,0.000038662394,0.000116573865,0.00002214937],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033576554,0.00044543852,0.00051936257,0.00044260014,0.0003811545,0.00047491904,0.00094642356,0.0006357751,0.00077198993],"category_scores_gemma":[0.0006856028,0.00037296038,0.0004962518,0.0003098563,0.00021991877,0.00045679984,0.0005648873,0.00049038295,0.00019526298],"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":[0.000030965006,0.000063471445,0.0032828143,0.000035660498,0.000052738495,0.00007975032,0.00003633136,0.9371827,0.013651461,0.0019243772,0.0002463972,0.04341327],"study_design_scores_gemma":[0.000002026606,0.0000061683822,0.00018213147,7.4712176e-7,0.0000017116357,0.0000058728083,0.0000018262261,0.99899715,0.00062104507,0.00009106013,0.00008765722,0.0000025747777],"about_ca_topic_score_codex":0.009332738,"about_ca_topic_score_gemma":0.00727862,"teacher_disagreement_score":0.009332738,"about_ca_system_score_codex":0.00036101,"about_ca_system_score_gemma":0.0010055628,"threshold_uncertainty_score":0.018556833},"labels":[],"label_agreement":null},{"id":"W4406772248","doi":"10.1016/j.flowmeasinst.2025.102833","title":"Numerical investigations of cylindrical weir-gates with a flow extender","year":2025,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Weir; Extender; Mechanics; Flow (mathematics); Materials science; Computer science; Physics; Composite material","score_opus":0.013299102473597994,"score_gpt":0.21073715940162,"score_spread":0.197438056928022,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406772248","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":[0.971185,0.00018122574,0.017606845,0.0001571615,0.000035082794,0.000053226384,0.00012605565,0.00014578571,0.010509528],"genre_scores_gemma":[0.9964141,0.000067016816,0.0024654733,0.0000078022995,0.0000040853824,0.000012356685,0.000026729285,0.000010019688,0.000992552],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996793,0.00007499034,0.000018049626,0.000046629306,0.00008577963,0.00009523153],"domain_scores_gemma":[0.99845314,0.0008674689,0.00024883306,0.00011495148,0.00016235434,0.00015316336],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000633493,0.00054357125,0.0010322286,0.0008265907,0.0010152038,0.0010965576,0.0010291968,0.001533087,0.0019161033],"category_scores_gemma":[0.0026830137,0.0004154734,0.00051450374,0.0010460035,0.0018334682,0.0007631664,0.00070960616,0.00055194675,0.00015117392],"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":[0.00018583078,0.00012083018,0.002836961,0.00005747323,0.000014552782,0.00027945364,0.000084732805,0.981423,0.007610478,0.0050313654,0.000151933,0.0022034766],"study_design_scores_gemma":[0.000021503129,0.00011486346,0.0013106939,0.0000064622254,0.000011664352,0.000030438601,0.00006609366,0.99594134,0.0020424388,0.0002585552,0.00018215935,0.000013717778],"about_ca_topic_score_codex":0.010071249,"about_ca_topic_score_gemma":0.0068808803,"teacher_disagreement_score":0.010071249,"about_ca_system_score_codex":0.0011221451,"about_ca_system_score_gemma":0.0012277734,"threshold_uncertainty_score":0.020025253},"labels":[],"label_agreement":null},{"id":"W4406899784","doi":"10.1016/j.flowmeasinst.2025.102839","title":"Application of enhanced hybrid optimization models for discharge prediction of cosine sharp-crested weirs","year":2025,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Trigonometric functions; Computer science; Materials science; Mechanics; Applied mathematics; Mathematics; Physics; Geometry","score_opus":0.013077192981036007,"score_gpt":0.2119321285784914,"score_spread":0.19885493559745537,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406899784","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":[0.5129502,0.000494536,0.47653592,0.00034199233,0.00009522358,0.00008103269,0.00025859362,0.0006024098,0.008640083],"genre_scores_gemma":[0.98971844,0.00006019983,0.008982247,0.000023696717,0.000014166104,0.00003126243,0.00006545744,0.000025637317,0.0010790039],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998203,0.000064590364,0.00001126426,0.00004103398,0.00003331127,0.000029593913],"domain_scores_gemma":[0.9994562,0.00029742107,0.0000570584,0.000031118445,0.0001274516,0.000030674677],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005834205,0.00074118975,0.0010783072,0.00039688568,0.0004194691,0.0011800786,0.00087318633,0.0010767232,0.0009211729],"category_scores_gemma":[0.0011015849,0.0004990791,0.00074015185,0.00042752913,0.00047298538,0.00057776785,0.0006111175,0.00071608875,0.000120412646],"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":[0.000009782458,0.0000073900123,0.00015975897,0.0000041580042,0.0000052850464,0.0000059518356,0.000003717179,0.9984267,0.00014852709,0.00015396698,0.000028145345,0.0010466928],"study_design_scores_gemma":[0.0000012309802,0.0000029917423,0.00003500563,3.6342792e-7,7.2446926e-7,3.9307056e-7,8.835186e-7,0.9998766,0.00003749894,0.00003360162,0.000009832728,8.842604e-7],"about_ca_topic_score_codex":0.024374567,"about_ca_topic_score_gemma":0.013597542,"teacher_disagreement_score":0.024374567,"about_ca_system_score_codex":0.00075144815,"about_ca_system_score_gemma":0.0010260405,"threshold_uncertainty_score":0.04846537},"labels":[],"label_agreement":null},{"id":"W4408634653","doi":"10.1016/j.flowmeasinst.2025.102892","title":"An instance mask representation for bubble size distribution in two-phase bubble flotation column based on deep learning model","year":2025,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Minerals Flotation and Separation Techniques","field":"Environmental Science","cited_by":5,"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 British Columbia","funders":"Fundamental Research Funds for the Central Universities; China Scholarship Council; National Natural Science Foundation of China","keywords":"Bubble; Representation (politics); Phase (matter); Computer science; Column (typography); Distribution (mathematics); Materials science; Mechanics; Artificial intelligence; Mathematics; Physics; Mathematical analysis; Telecommunications","score_opus":0.0262594283262347,"score_gpt":0.32505822303151305,"score_spread":0.29879879470527837,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408634653","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":[0.06476804,0.000591855,0.928066,0.0005630311,0.000109879846,0.000047378817,0.0010272386,0.0025629485,0.00226364],"genre_scores_gemma":[0.79521674,0.00048018014,0.19367222,0.0003552798,0.00008749669,0.00019262134,0.002420779,0.0002577787,0.007316914],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999105,0.0000089357445,0.00000420697,0.000032726206,0.000024159115,0.000019540685],"domain_scores_gemma":[0.9998361,0.00006404707,0.00001567487,0.000016991464,0.000050420294,0.000016678272],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018179178,0.0005771671,0.0006687383,0.00046191528,0.00023380901,0.00062135694,0.0012342212,0.0012886659,0.003218382],"category_scores_gemma":[0.0007625638,0.00029338905,0.0005744491,0.00045642006,0.00022988756,0.0009440432,0.00047945534,0.0009191389,0.00049071637],"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":[0.00033132522,0.00013264116,0.0017094094,0.0001026425,0.000042599084,0.00017485372,0.000035616293,0.7903752,0.01038964,0.008545116,0.0059564393,0.18220454],"study_design_scores_gemma":[0.000001905957,0.0000043704704,0.000047871745,0.0000014283372,0.000002039605,0.000005914837,9.3180734e-7,0.99861264,0.0005257415,0.0006926431,0.00010301949,0.0000013992101],"about_ca_topic_score_codex":0.013449712,"about_ca_topic_score_gemma":0.010135176,"teacher_disagreement_score":0.013449712,"about_ca_system_score_codex":0.00075552077,"about_ca_system_score_gemma":0.0009382465,"threshold_uncertainty_score":0.026742816},"labels":[],"label_agreement":null},{"id":"W4412950804","doi":"10.1016/j.flowmeasinst.2025.103013","title":"Advancing offshore pipeline safety: Exploring non-invasive Electrical Resistance Tomography for upstream leak response detection Strategy","year":2025,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Non-Destructive Testing Techniques","field":"Engineering","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":"Memorial University of Newfoundland","funders":"Qatar National Research Fund; Fonds National de la Recherche Luxembourg; Qatar Foundation","keywords":"Upstream (networking); Pipeline (software); Submarine pipeline; Leak; Leak detection; Environmental science; Computer science; Marine engineering; Geology; Engineering; Geotechnical engineering","score_opus":0.023666759405679853,"score_gpt":0.24414483468816628,"score_spread":0.22047807528248642,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412950804","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":[0.40329283,0.0022845282,0.5894167,0.00080508663,0.00007493394,0.00013038212,0.00009521464,0.0008650805,0.0030352953],"genre_scores_gemma":[0.8854535,0.0014325541,0.11119719,0.00014066452,0.000036896367,0.000050929226,0.000045937457,0.00004929056,0.0015929529],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996176,0.00010746362,0.000017478593,0.00007512199,0.00014671819,0.00003561201],"domain_scores_gemma":[0.999337,0.0002303881,0.00018996118,0.000052280146,0.00015184478,0.000038429007],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005195339,0.0008354631,0.00033306947,0.0007723078,0.00015941866,0.00064867915,0.00043786,0.0007545599,0.0009310148],"category_scores_gemma":[0.0012419228,0.00028972354,0.00025073742,0.00031521413,0.00062033837,0.0018670602,0.00062842004,0.00041864841,0.000283711],"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":[0.0002685983,0.0000936765,0.00858355,0.00043752458,0.00002004495,0.00041960558,0.00026831948,0.0078002578,0.89620125,0.0009396869,0.0003295822,0.08463784],"study_design_scores_gemma":[0.00003129075,0.0010350508,0.010845341,0.00007385878,0.000077678276,0.0011025795,0.0006667054,0.14325102,0.83651966,0.0015810713,0.0047296495,0.00008611249],"about_ca_topic_score_codex":0.00035952014,"about_ca_topic_score_gemma":0.00088562304,"teacher_disagreement_score":0.0009310148,"about_ca_system_score_codex":0.00022562384,"about_ca_system_score_gemma":0.00036637048,"threshold_uncertainty_score":0.003114581},"labels":[],"label_agreement":null},{"id":"W4412972448","doi":"10.1016/j.flowmeasinst.2025.102997","title":"Dynamic pressure measurement of ionic wind, generated by multi-emitter discharge for drying systems","year":2025,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Aerosol Filtration and Electrostatic Precipitation","field":"Engineering","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":"Dalhousie University","funders":"","keywords":"Ion wind; Materials science; Common emitter; Mechanics; Environmental science; Optoelectronics; Physics; Electrode","score_opus":0.017859570108094698,"score_gpt":0.23202154312355783,"score_spread":0.21416197301546314,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412972448","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":[0.71567875,0.0041217743,0.27161437,0.00023047307,0.00021317389,0.0002694038,0.00092153845,0.001855691,0.005094804],"genre_scores_gemma":[0.9351215,0.0012086877,0.06094176,0.00011741752,0.00006741788,0.0001323775,0.00036325632,0.00009428987,0.0019534328],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992366,0.0000602752,0.00003420414,0.00012340923,0.00051369786,0.0000317588],"domain_scores_gemma":[0.9992836,0.0002063091,0.00014117429,0.000054049167,0.00027776434,0.000037124177],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006539754,0.00033055333,0.0003094778,0.00063156267,0.00029130423,0.00047515423,0.00048433154,0.00045271704,0.0010548156],"category_scores_gemma":[0.0010930424,0.00023235737,0.00018001033,0.000503285,0.00021399689,0.0008221055,0.00043405892,0.00062113407,0.00034882067],"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":[0.000080806785,0.000033738263,0.0023361077,0.00018727264,0.000010072868,0.000055847915,0.000082392056,0.00019142429,0.9627954,0.00020919584,0.00032530804,0.03369242],"study_design_scores_gemma":[0.000016424054,0.0003187883,0.013908077,0.000015203073,0.000022777025,0.00026372555,0.00006479493,0.0066363206,0.9749943,0.00010499817,0.003632357,0.00002228333],"about_ca_topic_score_codex":0.0002624009,"about_ca_topic_score_gemma":0.00037619402,"teacher_disagreement_score":0.0010548156,"about_ca_system_score_codex":0.00029281565,"about_ca_system_score_gemma":0.00021948243,"threshold_uncertainty_score":0.0035287142},"labels":[],"label_agreement":null},{"id":"W4415210401","doi":"10.1016/j.flowmeasinst.2025.103091","title":"Hydraulics of free and submerged flow over three-cycle rectangular labyrinth weirs","year":2025,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Tailwater; Discharge coefficient; Weir; Hydraulics; Flow (mathematics); Flow conditions; Water discharge; Range (aeronautics); Water flow","score_opus":0.007999758324047373,"score_gpt":0.19827040570467264,"score_spread":0.19027064738062527,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415210401","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":[0.9979899,0.000014097706,0.0013371783,0.000011259455,0.0000023587463,0.0000060652046,0.000051665033,0.00003660463,0.00055087585],"genre_scores_gemma":[0.99931324,0.0000076062993,0.0003352901,0.0000018509025,5.310496e-7,0.000004022683,0.000015543805,0.0000026760963,0.00031929224],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998497,0.000018737193,0.000007638478,0.000046673784,0.000028670873,0.00004857802],"domain_scores_gemma":[0.99970454,0.000115164614,0.00004154146,0.000034061268,0.000055279776,0.000049375954],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023595848,0.00016388687,0.0003747083,0.00043769518,0.0005333796,0.00064123183,0.00045469284,0.00028195098,0.0011962114],"category_scores_gemma":[0.00061880925,0.00015188626,0.00019388566,0.0003453831,0.00081217085,0.0004054134,0.0004367882,0.00029323946,0.00009906767],"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":[0.0027576296,0.0006723306,0.076098956,0.00021807481,0.00007945059,0.0012684921,0.0021985194,0.3936597,0.4443869,0.005524163,0.0008097448,0.07232593],"study_design_scores_gemma":[0.000120397475,0.0019812204,0.18920013,0.00003361807,0.00006848544,0.00012319282,0.0028790636,0.7088011,0.094164684,0.0009827367,0.0014989775,0.00014635928],"about_ca_topic_score_codex":0.010482383,"about_ca_topic_score_gemma":0.008815937,"teacher_disagreement_score":0.010482383,"about_ca_system_score_codex":0.00077850505,"about_ca_system_score_gemma":0.0009856104,"threshold_uncertainty_score":0.020842731},"labels":[],"label_agreement":null},{"id":"W4417050164","doi":"10.1016/j.flowmeasinst.2025.103156","title":"Prediction of solid-liquid two-phase flow velocity in horizontal pipelines via ensemble learning","year":2025,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Flow Measurement and Analysis","field":"Engineering","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; Ministry of Natural Resources","keywords":"Dimensionless quantity; Ensemble learning; Particle velocity; Flow velocity; Flow (mathematics); Boosting (machine learning); Two-phase flow; Multiphase flow","score_opus":0.024030695176519547,"score_gpt":0.2506634256364566,"score_spread":0.22663273045993707,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417050164","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":[0.5119801,0.00036185308,0.48526308,0.00021809718,0.000053276708,0.000021441609,0.00016527012,0.00088854576,0.0010483376],"genre_scores_gemma":[0.98689634,0.00007027642,0.012254398,0.000018096098,0.000015489517,0.000012491316,0.00015935072,0.000016260237,0.0005571416],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984694,0.000029075783,0.0000074681475,0.000054099804,0.000027651802,0.00003473947],"domain_scores_gemma":[0.99935085,0.00039220098,0.0000680525,0.000034806544,0.00011084825,0.0000433329],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005175104,0.000665584,0.0006709491,0.0005287956,0.00033273146,0.00050116994,0.0005572376,0.0008511872,0.00052510283],"category_scores_gemma":[0.001241189,0.00039017329,0.00062351784,0.00042746268,0.00039554219,0.00090769236,0.00059142784,0.0009807709,0.00016111368],"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":[0.00010791085,0.000060672883,0.003636969,0.000021575954,0.000028205071,0.000040671624,0.000018290366,0.9609441,0.0028049748,0.00046816032,0.00035338983,0.031515006],"study_design_scores_gemma":[6.0970183e-7,0.00000363506,0.00015082957,3.3598315e-7,9.304648e-7,9.319052e-7,7.8931834e-7,0.99958175,0.0001799585,0.00007204242,0.000007484846,7.5880786e-7],"about_ca_topic_score_codex":0.008665395,"about_ca_topic_score_gemma":0.0057619344,"teacher_disagreement_score":0.008665395,"about_ca_system_score_codex":0.00049824466,"about_ca_system_score_gemma":0.0007848458,"threshold_uncertainty_score":0.017229915},"labels":[],"label_agreement":null},{"id":"W615930534","doi":"10.1016/j.flowmeasinst.2015.06.008","title":"The effect of low Reynolds number flows on pitot tube measurements","year":2015,"lang":"en","type":"article","venue":"Flow Measurement and Instrumentation","topic":"Fluid Dynamics and Turbulent Flows","field":"Engineering","cited_by":30,"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 Saskatchewan; University of Alberta; Saskatchewan Research Council (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada; Syncrude; University of Saskatchewan","keywords":"Pitot tube; Reynolds number; Mechanics; Bernoulli's principle; Laminar flow; Physics; Newtonian fluid; Turbulence; Flow (mathematics); Materials science; Thermodynamics","score_opus":0.021219738495142658,"score_gpt":0.22257908959964792,"score_spread":0.20135935110450526,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W615930534","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":[0.7423861,0.0025953883,0.24409245,0.00088312867,0.0010040487,0.00030263836,0.00040496018,0.002617496,0.005713785],"genre_scores_gemma":[0.9400004,0.00046715088,0.054401748,0.0006886439,0.00027029632,0.000113549715,0.0002059613,0.0008643817,0.0029878516],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99217415,0.0025922868,0.00057637226,0.0009966649,0.0031696546,0.0004908561],"domain_scores_gemma":[0.9153514,0.07203145,0.002811652,0.003933146,0.0051230043,0.0007493556],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.006869397,0.0012168353,0.0011253989,0.0012574968,0.0014955449,0.0023118672,0.0010263484,0.0028093744,0.0030086308],"category_scores_gemma":[0.041552346,0.0010587646,0.00070759543,0.0012203784,0.0013995537,0.0019005402,0.0016687328,0.0018170322,0.00074650586],"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":[0.0037159761,0.00020069435,0.017439423,0.0007819639,0.000089477624,0.0007537276,0.0011592612,0.0060480405,0.9208548,0.0014660307,0.00090645585,0.04658418],"study_design_scores_gemma":[0.000043482447,0.000909259,0.035716932,0.00007357595,0.0001811848,0.00084268686,0.0001402231,0.024910888,0.93383986,0.00036389183,0.002883105,0.00009480526],"about_ca_topic_score_codex":0.0012182079,"about_ca_topic_score_gemma":0.0020045158,"teacher_disagreement_score":0.006869397,"about_ca_system_score_codex":0.0010389833,"about_ca_system_score_gemma":0.0006755846,"threshold_uncertainty_score":0.03632927},"labels":[],"label_agreement":null}]}