Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/98038
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorMeniconi, Sen_US
dc.creatorCifrodelli, Men_US
dc.creatorCapponi, Cen_US
dc.creatorDuan, HFen_US
dc.creatorBrunone, Ben_US
dc.date.accessioned2023-04-06T07:55:47Z-
dc.date.available2023-04-06T07:55:47Z-
dc.identifier.issn0733-9496en_US
dc.identifier.urihttp://hdl.handle.net/10397/98038-
dc.language.isoenen_US
dc.publisherAmerican Society of Civil Engineersen_US
dc.rights© 2020 American Society of Civil Engineers.en_US
dc.rightsThis material may be downloaded for personal use only. Any other use requires prior permission of the American Society of Civil Engineers. This material may be found at https://doi.org/10.1061/(ASCE)WR.1943-5452.0001319en_US
dc.titleTransient response analysis of branched pipe systems toward a reliable skeletonizationen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume147en_US
dc.identifier.issue2en_US
dc.identifier.doi10.1061/(ASCE)WR.1943-5452.0001319en_US
dcterms.abstractIn this paper, the transient behavior of a single-branch pipe system (Y-system) is analyzed by means of numerical experiments in which a wide range of branch characteristics (i.e., size, location, and operating conditions) is investigated. In the executed systematic analysis, focused on the role of minor branches, the pressure signals of the Y-system have been compared with the ones of a single pipe, assumed as a reference, by means of the values of the determination coefficient, R2. The provided explicit relationships between R2 and the characteristics of the branch clearly show that the actual role of the branch is determined by the combination of the characteristics more than by any single one. Such relationships are a reliable tool for the system skeletonization, i.e., they allow evaluating in which conditions a given branch can be neglected because it does not affect significantly the transient behavior of the system. The reliability and practical implications of the proposed methodology are discussed by considering a large supply system with 10 minor branches as a case study.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of water resources planning and management, Feb. 2021, v. 147, no. 2, 1319en_US
dcterms.isPartOfJournal of water resources planning and managementen_US
dcterms.issued2021-02-
dc.identifier.scopus2-s2.0-85097710876-
dc.identifier.eissn1943-5452en_US
dc.identifier.artn1319en_US
dc.description.validate202303 bcfc-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-0450-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextHK University of Science and Technologyen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS41463059-
dc.description.oaCategoryGreen (AAM)en_US
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