Please use this identifier to cite or link to this item: https://hdl.handle.net/11499/7380
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dc.contributor.authorElçi, Alper-
dc.contributor.authorAyvaz, M. Tamer-
dc.date.accessioned2019-08-16T12:29:26Z
dc.date.available2019-08-16T12:29:26Z
dc.date.issued2014-
dc.identifier.issn0022-1694-
dc.identifier.urihttps://hdl.handle.net/11499/7380-
dc.identifier.urihttps://doi.org/10.1016/j.jhydrol.2014.01.071-
dc.description.abstractThe objective of this study is to present an optimization approach to determine locations of new groundwater production wells, where groundwater is relatively less susceptible to groundwater contamination (i.e. more likely to obtain clean groundwater), the pumping rate is maximum or the cost of well installation and operation is minimum for a prescribed set of constraints. The approach also finds locations that are in suitable areas for new groundwater exploration with respect to land use. A regional-scale groundwater flow model is coupled with a hybrid optimization model that uses the Differential Evolution (DE) algorithm and the Broyden-Fletcher-Goldfarb-Shanno (BFGS) method as the global and local optimizers, respectively. Several constraints such as the depth to the water table, total well length and the restriction of seawater intrusion are considered in the optimization process. The optimization problem can be formulated either as the maximization of the pumping rate or as the minimization of total costs of well installation and pumping operation from existing and new wells. Pumping rates of existing wells that are prone to seawater intrusion are optimized to prevent groundwater flux from the shoreline towards these wells. The proposed simulation-optimization model is demonstrated on an existing groundwater flow model for the Tahtali{dotless} watershed in Izmir-Turkey. The model identifies for the demonstration study locations and pumping rates for up to four new wells and one new well in the cost minimization and maximization problem, respectively. All new well locations in the optimized solution coincide with areas of relatively low groundwater vulnerability. Considering all solutions of the demonstration study, groundwater vulnerability indices for new well locations range from 29.64 to 40.48 (on a scale of 0-100, where 100 indicates high vulnerability). All identified wells are located relatively close to each other. This implies that the method pinpoints the best area for new wells both in terms of groundwater quantity and quality. Furthermore, sensitivity analysis results indicate that identification results are insensitive to the selection of DE parameters. © 2014 Elsevier B.V.en_US
dc.language.isoenen_US
dc.relation.ispartofJournal of Hydrologyen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectCost minimizationen_US
dc.subjectGroundwater vulnerabilityen_US
dc.subjectIzmiren_US
dc.subjectMODFLOWen_US
dc.subjectOptimizationen_US
dc.subjectPumping maximizationen_US
dc.subjectBroyden-Fletcher-Goldfarb-Shannoen_US
dc.subjectDifferential evolution algorithmsen_US
dc.subjectGroundwater contaminationen_US
dc.subjectSimulation-optimization modelsen_US
dc.subjectComputer simulationen_US
dc.subjectCostsen_US
dc.subjectEvolutionary algorithmsen_US
dc.subjectGroundwater flowen_US
dc.subjectMathematical modelsen_US
dc.subjectPumpsen_US
dc.subjectSalt water intrusionen_US
dc.subjectSite selectionen_US
dc.subjectGroundwateren_US
dc.subjectcost-benefit analysisen_US
dc.subjectflow modelingen_US
dc.subjectgenetic algorithmen_US
dc.subjectgroundwater flowen_US
dc.subjectgroundwater pollutionen_US
dc.subjectinstallationen_US
dc.subjectland use changeen_US
dc.subjectoptimizationen_US
dc.subjectpumpingen_US
dc.subjectsaline intrusionen_US
dc.subjectsensitivity analysisen_US
dc.subjectsite selectionen_US
dc.subjectvulnerabilityen_US
dc.subjectwater tableen_US
dc.subjectwatersheden_US
dc.subjectwell wateren_US
dc.subjectIzmir [Turkey]en_US
dc.subjectTahtali Basinen_US
dc.subjectTurkeyen_US
dc.titleDifferential-Evolution algorithm based optimization for the site selection of groundwater production wells with the consideration of the vulnerability concepten_US
dc.typeArticleen_US
dc.identifier.volume511en_US
dc.identifier.startpage736
dc.identifier.startpage736en_US
dc.identifier.endpage749en_US
dc.authorid0000-0002-8566-2825-
dc.identifier.doi10.1016/j.jhydrol.2014.01.071-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.scopus2-s2.0-84896857015en_US
dc.identifier.wosWOS:000335274900064en_US
dc.identifier.scopusqualityQ1-
dc.ownerPamukkale University-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.openairetypeArticle-
item.cerifentitytypePublications-
item.fulltextNo Fulltext-
item.grantfulltextnone-
item.languageiso639-1en-
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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