Please use this identifier to cite or link to this item: https://hdl.handle.net/11499/10750
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dc.contributor.authorAyvaz, Mustafa Tamer-
dc.date.accessioned2019-08-16T13:32:44Z
dc.date.available2019-08-16T13:32:44Z
dc.date.issued2018-
dc.identifier.issn1606-9749-
dc.identifier.urihttps://hdl.handle.net/11499/10750-
dc.identifier.urihttps://doi.org/10.2166/ws.2017.175-
dc.description.abstractIn this study, a linked simulation–optimization approach is proposed for optimal dewatering system design for an excavation site. In the simulation part of the proposed approach, an analytical groundwater flow model is used to simulate the flow process in the subsurface. This model is then integrated with two different optimization models where differential evolution (DE) and harmony search (HS) optimization algorithms are used. The objectives of both models are to determine the best dewatering system configuration by considering locations and pumping rates as decision variables. During the search process, the constraints related to drawdown and well locations are included in the optimization by using the penalty function approach. The performance of DE- and HS-based solution approaches is evaluated on a hypothetical excavation site for different well numbers. Identified results indicated that the DE-based solution approach provides slightly better results than those obtained by using the HS-based solution approach. © IWA Publishing 2018.en_US
dc.language.isoenen_US
dc.publisherIWA Publishingen_US
dc.relation.ispartofWater Science and Technology: Water Supplyen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectConstruction site dewateringen_US
dc.subjectGroundwater modelingen_US
dc.subjectOptimizationen_US
dc.subjectSimulationen_US
dc.subjectEvolutionary algorithmsen_US
dc.subjectExcavationen_US
dc.subjectGroundwateren_US
dc.subjectGroundwater flowen_US
dc.subjectConstruction sitesen_US
dc.subjectDifferential Evolutionen_US
dc.subjectGroundwater Flow Modelen_US
dc.subjectOptimization algorithmsen_US
dc.subjectOptimization approachen_US
dc.subjectPenalty function approachen_US
dc.subjectDewateringen_US
dc.subjectground wateren_US
dc.subjectalgorithmen_US
dc.subjectdrawdownen_US
dc.subjectexperimental designen_US
dc.subjectgroundwater flowen_US
dc.subjecthydrological modelingen_US
dc.subjectoptimizationen_US
dc.subjectperformance assessmenten_US
dc.subjectpumpingen_US
dc.subjectsimulationen_US
dc.subjectaquiferen_US
dc.subjectArticleen_US
dc.subjectconstruction work and architectural phenomenaen_US
dc.subjectdewateringen_US
dc.subjectevolutionen_US
dc.subjectexcavation siteen_US
dc.subjecthydraulic conductivityen_US
dc.subjectreaction optimizationen_US
dc.subjectwater flowen_US
dc.titleOptimal dewatering of an excavation site by using the linked simulation–optimization approachesen_US
dc.typeArticleen_US
dc.identifier.volume18en_US
dc.identifier.issue3en_US
dc.identifier.startpage1020
dc.identifier.startpage1020en_US
dc.identifier.endpage1031en_US
dc.identifier.doi10.2166/ws.2017.175-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.scopus2-s2.0-85047773724en_US
dc.identifier.wosWOS:000437347600026en_US
dc.identifier.scopusqualityQ3-
dc.ownerPamukkale University-
item.grantfulltextnone-
item.openairetypeArticle-
item.languageiso639-1en-
item.fulltextNo Fulltext-
item.cerifentitytypePublications-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
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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