Please use this identifier to cite or link to this item: https://hdl.handle.net/11499/7089
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dc.contributor.authorTamer Ayvaz, Mustafa-
dc.contributor.authorKarahan, Halil-
dc.date.accessioned2019-08-16T12:15:29Z-
dc.date.available2019-08-16T12:15:29Z-
dc.date.issued2008-
dc.identifier.issn0022-1694-
dc.identifier.urihttps://hdl.handle.net/11499/7089-
dc.identifier.urihttps://doi.org/10.1016/j.jhydrol.2008.05.003-
dc.description.abstractIn this study, a simulation/optimization (S/O) model is proposed for the identification of unknown groundwater well locations and pumping rates for two-dimensional aquifer systems. The proposed S/O model uses a finite-difference solution of governing groundwater flow equation as simulation model. This model is then combined with a genetic algorithm (GA) based optimization model which is used to determine the pumping rates for each well. To determine the well locations, an iterative moving sub-domain approach is proposed. The main advantage of this approach is that the optimization model only determines the pumping rates and it does not require the well locations as decision variables. The well locations are implicitly determined based on the results of pumping rate optimizations for different pre-defined well locations within sub-domains. The performance of the proposed S/O model is tested on two hypothetical aquifer models for both steady-state and transient flow conditions. In both cases, the identification procedure starts with one pumping well and systematically increases the number of the pumping wells until the best well configuration is identified. Determination of the best number of pumping wells is performed based on the residual errors (RE) between simulated and observed piezometric head values for given observation sites. Results indicated that when the number of pumping wells is greater than the true number of wells, the identified well configuration approaches to the true well configuration. Moreover, under steady-state flow conditions, the robustness of the proposed moving sub-domain approach is tested for different initial locations of sub-domains. Results showed that the true well locations are identified wherever the search process starts. Finally, the performance of the proposed S/O model is compared with a pure GA solution in which the well locations and pumping rates are treated as decision variables. Results indicate that the proposed S/O model finds smaller RE than the pure GA solution by performing 14% less simulations. © 2008 Elsevier B.V. All rights reserved.en_US
dc.language.isoenen_US
dc.relation.ispartofJournal of Hydrologyen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectGenetic algorithmen_US
dc.subjectGroundwateren_US
dc.subjectPumping wellen_US
dc.subjectSimulation/optimization (S/O)en_US
dc.subjectSub-domainen_US
dc.subjectWell locationen_US
dc.subjectAerospace applicationsen_US
dc.subjectAlgorithmsen_US
dc.subjectBioelectric phenomenaen_US
dc.subjectDifference equationsen_US
dc.subjectDifferentiation (calculus)en_US
dc.subjectError analysisen_US
dc.subjectFlow simulationen_US
dc.subjectGalliumen_US
dc.subjectGenetic algorithmsen_US
dc.subjectGroundwater flowen_US
dc.subjectGroundwater resourcesen_US
dc.subjectHighway bridgesen_US
dc.subjectHydrogeologyen_US
dc.subjectInteger programmingen_US
dc.subjectMultitaskingen_US
dc.subjectNumerical methodsen_US
dc.subjectOptimizationen_US
dc.subjectRheniumen_US
dc.subjectTwo dimensionalen_US
dc.subjectUnderground reservoirsen_US
dc.subjectVariational techniquesen_US
dc.subjectWell pumpsen_US
dc.subjectWellsen_US
dc.subjectAquifer systemsen_US
dc.subjectDecision Variable (DV)en_US
dc.subjectElsevier (CO)en_US
dc.subjectfinite difference solutionen_US
dc.subjectGenetic algorithm (GA)en_US
dc.subjectGround water flow equationsen_US
dc.subjectidentification proceduresen_US
dc.subjectOptimization modelingen_US
dc.subjectPie zometric Headen_US
dc.subjectPumping ratesen_US
dc.subjectPumping wellsen_US
dc.subjectresidual errorsen_US
dc.subjectSearch processesen_US
dc.subjectsimulation modellingen_US
dc.subjectsteady state flow conditionsen_US
dc.subjectSub domainsen_US
dc.subjectSub-domainsen_US
dc.subjectTransient flow conditionsen_US
dc.subjectTwo-dimensional (2D)en_US
dc.subjectwell configurationen_US
dc.subjectWell locationsen_US
dc.subjectMathematical modelsen_US
dc.subjectaquiferen_US
dc.subjectgenetic algorithmen_US
dc.subjectgroundwateren_US
dc.subjectidentification methoden_US
dc.subjectoptimizationen_US
dc.subjectpiezometeren_US
dc.subjectsteady flowen_US
dc.subjectwell wateren_US
dc.titleA simulation/optimization model for the identification of unknown groundwater well locations and pumping ratesen_US
dc.typeArticleen_US
dc.identifier.volume357en_US
dc.identifier.issue1-2en_US
dc.identifier.startpage76-
dc.identifier.startpage76en_US
dc.identifier.endpage92en_US
dc.authorid0000-0002-8566-2825-
dc.authorid0000-0001-5346-5686-
dc.identifier.doi10.1016/j.jhydrol.2008.05.003-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.scopus2-s2.0-45849097930en_US
dc.identifier.wosWOS:000258049800007en_US
local.message.claim2024-08-23T13:49:55.847+0300|||null|||submit_approve|||dc_contributor_author|||None*
dc.identifier.scopusqualityQ1-
dc.ownerPamukkale University-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.grantfulltextnone-
item.languageiso639-1en-
item.openairetypeArticle-
item.fulltextNo Fulltext-
item.cerifentitytypePublications-
crisitem.author.dept10.02. Civil Engineering-
crisitem.author.dept10.02. Civil Engineering-
Appears in Collections:Mühendislik Fakültesi Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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