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dc.creatorIvetić, Damjan
dc.creatorVasilić, Željko
dc.creatorProdanović, Dušan
dc.creatorStanić, Miloš
dc.date.accessioned2019-04-19T14:21:20Z
dc.date.available2019-04-19T14:21:20Z
dc.date.issued2014
dc.identifier.issn1877-7058
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/576
dc.description.abstractTo optimize the design of a pressurized pipe network, large number of possible solutions needs to be examined. This paper explores the option to accelerate the computation using Delta Q hydraulic method. The Delta Q method is firstly used in a standard form, as stand-alone hydraulic solver inside the evaluation function. Second version was to use Delta Q method once to solve the initial network, and during optimization procedure, unknown flow corrections were added to list of other unknowns for optimization. The suggested approach was tested on New York City distribution network reconstruction example using standard genetic algorithms (GA).en
dc.publisherElsevier Ltd
dc.rightsopenAccess
dc.source16th Water Distribution System Analysis Conference (Wdsa2014): Urban Water Hydroinformatics and Stra
dc.subjectAccelerationen
dc.subjectGenetic Algorithmsen
dc.subjectDelta Q methoden
dc.subjectEfficiencyen
dc.subjectLooped networksen
dc.titleImplementing Delta Q Method to Accelerate the Optimization of Pressurized Pipe Networksen
dc.typeconferenceObject
dc.rights.licenseARR
dc.citation.epage625
dc.citation.other89: 618-625
dc.citation.spage618
dc.citation.volume89
dc.identifier.doi10.1016/j.proeng.2014.11.486
dc.identifier.fulltexthttps://grafar.grf.bg.ac.rs//bitstream/id/3982/574.pdf
dc.identifier.rcubconv_1782
dc.identifier.scopus2-s2.0-84949134564
dc.identifier.wos000369528900070
dc.type.versionpublishedVersion


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