CONSTRAINT PROGRAMMING FOR OPTIMAL DESIGN OF ARCHITECTURES FOR WATER DISTRIBUTION TANKS AND RESERVOIRS: A CASE STUDY

dc.authoridCrawford, Broderick/0000-0001-5500-0188
dc.authoridSoto, Ricardo/0000-0002-5755-6929
dc.authoridMisra, Sanjay/0000-0002-3556-9331
dc.authoridPalma, Wenceslao/0000-0002-7232-0412
dc.authorwosidMisra, Sanjay/K-2203-2014
dc.contributor.authorMısra, Sanjay
dc.contributor.authorCrawford, Broderick
dc.contributor.authorMisra, Sanjay
dc.contributor.authorMonfroy, Eric
dc.contributor.authorPalma, Wenceslao
dc.contributor.authorCastro, Carlos
dc.contributor.authorParedes, Fernando
dc.contributor.otherComputer Engineering
dc.date.accessioned2024-10-06T10:59:51Z
dc.date.available2024-10-06T10:59:51Z
dc.date.issued2014
dc.departmentAtılım Universityen_US
dc.department-temp[Soto, Ricardo; Crawford, Broderick; Palma, Wenceslao] Pontificia Univ Catolica Valparaiso, Valparaiso, Chile; [Soto, Ricardo] Univ Autonoma Chile, Santiago, Chile; [Crawford, Broderick] Univ Finis Terrae, Santiago, Chile; [Misra, Sanjay] Atilim Univ, TR-06836 Ankara, Turkey; [Monfroy, Eric] Univ Nantes, CNRS, LINA, Nantes, France; [Castro, Carlos] Univ Tecn Federico Santa Maria, Valparaiso, Chile; [Paredes, Fernando] Univ Diego Portales, Escuela Ingn Ind, Santiago, Chileen_US
dc.descriptionCrawford, Broderick/0000-0001-5500-0188; Soto, Ricardo/0000-0002-5755-6929; Misra, Sanjay/0000-0002-3556-9331; Palma, Wenceslao/0000-0002-7232-0412en_US
dc.description.abstractA water distribution system is an essential component of any urban infrastructure system. Its design is commonly a hard task mainly due to the presence of several complex interrelated parameters. Among others, some parameters to study are the water demand, pressure requirements, topography, location of resources, system reliability, and energy uses. In this paper, we focus on a real case of water distribution system in order to minimize installation costs by satisfying the given system requirements. We solve the problem by using state-of-the-art Constraint Programming techniques combined with Interval Analysis for rigorously handling continuous decision variables. Experimental results demonstrate the feasibility of the proposed approach, where the global optimum is reached in all instances and in reasonable runtime.en_US
dc.description.woscitationindexScience Citation Index Expanded
dc.identifier.citation2
dc.identifier.doi[WOS-DOI-BELIRLENECEK-285]
dc.identifier.endpage105en_US
dc.identifier.issn1330-3651
dc.identifier.issn1848-6339
dc.identifier.issue1en_US
dc.identifier.scopusqualityQ3
dc.identifier.startpage99en_US
dc.identifier.urihttps://hdl.handle.net/20.500.14411/9037
dc.identifier.volume21en_US
dc.identifier.wosWOS:000331997100014
dc.identifier.wosqualityQ4
dc.language.isoenen_US
dc.publisherUniv Osijek, Tech Facen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectconstraint programmingen_US
dc.subjectoptimizationen_US
dc.subjectwater distributionen_US
dc.titleCONSTRAINT PROGRAMMING FOR OPTIMAL DESIGN OF ARCHITECTURES FOR WATER DISTRIBUTION TANKS AND RESERVOIRS: A CASE STUDYen_US
dc.typeArticleen_US
dspace.entity.typePublication
relation.isAuthorOfPublication53e88841-fdb7-484f-9e08-efa4e6d1a090
relation.isAuthorOfPublication.latestForDiscovery53e88841-fdb7-484f-9e08-efa4e6d1a090
relation.isOrgUnitOfPublicatione0809e2c-77a7-4f04-9cb0-4bccec9395fa
relation.isOrgUnitOfPublication.latestForDiscoverye0809e2c-77a7-4f04-9cb0-4bccec9395fa

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