Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/102644
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorDuan, HFen_US
dc.creatorLee, PJen_US
dc.date.accessioned2023-10-26T07:20:06Z-
dc.date.available2023-10-26T07:20:06Z-
dc.identifier.issn0733-9429en_US
dc.identifier.urihttp://hdl.handle.net/10397/102644-
dc.language.isoenen_US
dc.publisherAmerican Society of Civil Engineersen_US
dc.rights© 2015 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://ascelibrary.org/doi/10.1061/(ASCE)HY.1943-7900.0001070.en_US
dc.subjectDead-end side branchen_US
dc.subjectGenetic algorithmen_US
dc.subjectTransfer matrixen_US
dc.subjectTransient-based frequency domain methoden_US
dc.subjectTransientsen_US
dc.subjectWater pipe systemen_US
dc.titleTransient-based frequency domain method for dead-end side branch detection in reservoir pipeline-valve systemsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume142en_US
dc.identifier.issue2en_US
dc.identifier.doi10.1061/(ASCE)HY.1943-7900.0001070en_US
dcterms.abstractUnexpected, unknown or unused side pipe branches, termed dead-end side branches in this study, commonly exist in water pipe systems because of incorrect device installations or illegal connections. These connections are detrimental to the water quality and the operation and management of pipe networks. This paper investigates a transient-based frequency domain method for detecting side branches in pipe systems. The frequency response function for a pipe system with a single dead-end side branch is first derived by the transfer matrix method and the side branch was found to cause shifts in the system resonant frequencies. The nature of the resonant frequency shifts can be used to inversely determine the location and size of the side branch. A two-step genetic algorithm based optimization is proposed in this study to efficiently solve the derived analytical expression for the resonant frequency shifts. The developed method is validated through numerical simulations, and the results demonstrate the feasibility of this method for detecting side branches. The accuracy for locating the side branch is higher than the accuracy in sizing the branches. The sensitivity of the method to the magnitude and bandwidth of the transient wave signal is also discussed in the paper.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of hydraulic engineering, Feb. 2016, v. 142, no. 2, 04015042en_US
dcterms.isPartOfJournal of hydraulic engineeringen_US
dcterms.issued2016-02-
dc.identifier.scopus2-s2.0-84961316114-
dc.identifier.eissn1943-7900en_US
dc.identifier.artn04015042en_US
dc.description.validate202310 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-2560-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextHong Kong Polytechnic University; Royal Society of New Zealanden_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS6628535-
dc.description.oaCategoryGreen (AAM)en_US
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