MINIMUM-COST DESIGN OF WATER DISTRIBUTION LINE WITH DIFFERENTIAL EVOLUTION ALGORITHM

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dc.authoridFIRAT, MAHMUT/0000-0002-8010-9289
dc.authoridÖzdemir, Özgür/0000-0002-0573-9221
dc.authoridBettemir, Önder/0000-0002-5692-7708
dc.authorwosidFIRAT, MAHMUT/ABG-7962-2020
dc.authorwosidÖzdemir, Özgür/JWO-3808-2024
dc.authorwosidBettemir, Önder/ABG-8533-2020
dc.contributor.authorOzdemir, Ozgur
dc.contributor.authorBettemir, Onder Halis
dc.contributor.authorFirat, Mahmut
dc.date.accessioned2024-08-04T20:59:58Z
dc.date.available2024-08-04T20:59:58Z
dc.date.issued2017
dc.departmentİnönü Üniversitesien_US
dc.description.abstractIn this study, a design approach which minimizes the construction and operation costs of water distribution line with differential evolution algorithm is proposed. Digital Elevation Model, monthly water demand, technical codes and unit prices of construction items are defined to optimization module in order to realize the cost optimum design. Pump, pipe diameter and type are defined as design variables. Construction cost of the design is computed by the unit price of the cost items. To determine the annual operation costs, flow is computed according to the Darcy-Weisbach equations. Pumping duration is determined and annual energy cost is computed. Net present value of the investment is computed by considering the time value of the money which is evaluated by the debt interest rate. Minimum-cost design alternative is searched by differential evolution algorithm. As a result, the best pump and pipe combination is obtained and summation of the construction and operation costs are minimized. Minimization of the sum of the investment and operation costs may provide the opportunity of significant improvement in the budget of the municipalities in the long run. Consequently, implementation of the proposed design approach will be beneficial for the local authorities.en_US
dc.identifier.endpage198en_US
dc.identifier.issn1304-7205
dc.identifier.issn1304-7191
dc.identifier.issue3en_US
dc.identifier.startpage189en_US
dc.identifier.urihttps://hdl.handle.net/11616/103690
dc.identifier.volume8en_US
dc.identifier.wosWOS:000416217200001en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.language.isoenen_US
dc.publisherYildiz Technical Univen_US
dc.relation.ispartofSigma Journal of Engineering and Natural Sciences-Sigma Muhendislik Ve Fen Bilimleri Dergisien_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectOptimizationen_US
dc.subjectdifferential evolutionen_US
dc.subjectpipelineen_US
dc.subjectwater distribution networken_US
dc.titleMINIMUM-COST DESIGN OF WATER DISTRIBUTION LINE WITH DIFFERENTIAL EVOLUTION ALGORITHMen_US
dc.typeArticleen_US

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