{"id":"W2025102217","doi":"10.1016/j.finel.2010.01.006","title":"Modelling well leakage in multilayer aquifer systems using the extended finite element method","year":2010,"lang":"en","type":"article","venue":"Finite Elements in Analysis and Design","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Aquifer; Finite element method; Extended finite element method; Geology; Geometry; Mathematics; Geotechnical engineering; Groundwater; Engineering; Structural engineering","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003321974,0.0004230572,0.0007760507,0.0004162982,0.000335408,0.0008388382,0.0006164793,0.0009460637,0.000904327],"category_scores_gemma":[0.0009161906,0.0004804021,0.0005218568,0.0004745131,0.0005244206,0.0009262312,0.0007904735,0.000436141,0.0001072687],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005678632,"about_ca_system_score_gemma":0.0008065212,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.009612801,"about_ca_topic_score_gemma":0.007008128,"domain_scores_codex":[0.999836,0.00004734272,0.00001404558,0.0000264143,0.00004416582,0.00003195268],"domain_scores_gemma":[0.999711,0.0001419723,0.00004926019,0.00002140252,0.0000558542,0.00002046182],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001390681,0.000007687237,0.000530302,0.00001127883,0.000009128506,0.00001978929,0.00001624157,0.9955528,0.001315804,0.0006521377,0.00003807849,0.001832871],"study_design_scores_gemma":[0.000002159612,0.000004907391,0.0001288807,0.000001940329,0.000002281596,0.000004812299,0.000006344715,0.9992923,0.0002144011,0.0002700191,0.00006909818,0.000002998506],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3101218,0.0004326687,0.6838128,0.0001616185,0.00003947344,0.00004544448,0.0001529286,0.0004222991,0.004810932],"genre_scores_gemma":[0.9769034,0.0001460756,0.02105532,0.00001816565,0.000006389697,0.00003293018,0.00005550271,0.00003048738,0.001751788],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.009612801,"threshold_uncertainty_score":0.01911372,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.032877148909803,"score_gpt":0.2735452506039442,"score_spread":0.2406681016941412,"validation_status":"score_only:v0-immature-baseline","note":"Baseline scores from an immature model (maturity gate not passed). Scores rank; they never assert a category."}}