Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/102627
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorDuan, HFen_US
dc.date.accessioned2023-10-26T07:19:59Z-
dc.date.available2023-10-26T07:19:59Z-
dc.identifier.issn1464-7141en_US
dc.identifier.urihttp://hdl.handle.net/10397/102627-
dc.language.isoenen_US
dc.publisherInternational Water Association Publishingen_US
dc.rights© IWA Publishing 2017en_US
dc.rightsThis is the accepted manuscript of the following article: Huan-Feng Duan; Transient frequency response based leak detection in water supply pipeline systems with branched and looped junctions. Journal of Hydroinformatics 1 January 2017; 19 (1): 17–30, which has been published in final form at https://doi.org/10.2166/hydro.2016.008.en_US
dc.subjectLeak detectionen_US
dc.subjectPipe junctionen_US
dc.subjectTransfer matrixen_US
dc.subjectTransient frequency responseen_US
dc.subjectTransient testsen_US
dc.subjectWater pipeline systemen_US
dc.titleTransient frequency response based leak detection in water supply pipeline systems with branched and looped junctionsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage17en_US
dc.identifier.epage30en_US
dc.identifier.volume19en_US
dc.identifier.issue1en_US
dc.identifier.doi10.2166/hydro.2016.008en_US
dcterms.abstractThe transient frequency response (TFR) method has been widely developed and applied in the literature to identify and detect potential defects such as leakage and blockage in water supply pipe systems. This type of method was found to be efficient, economic and non-intrusive for pipeline condition assessment and diagnosis, but its applications so far are mainly limited to single and simple pipeline systems. This paper aims to extend the TFR-based leak detection method to relatively more complex pipeline connection situations. The branched and looped pipe junctions are firstly investigated for their influences to the system TFR, so that their effects can be characterized and separated from the effect of other components and potential leakage defects in the system. The leak-induced patterns of transient responses are derived analytically using the transfer matrix method for systems with different pipe junctions, which thereafter are used for the analysis of pipe leakage conditions in the system. The developed method is validated through different numerical experiments in this study. Based on the analytical analysis and numerical results, the applicability and accuracy as well as the limitations of the developed TFR-based leak detection method are discussed for practical applications in the paper.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of hydroinformatics, 1 Jan. 2017, v. 19, no. 1, p. 17-30en_US
dcterms.isPartOfJournal of hydroinformaticsen_US
dcterms.issued2017-01-01-
dc.identifier.scopus2-s2.0-85013057047-
dc.identifier.eissn1465-1734en_US
dc.description.validate202310 bcch-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-2384-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextHong Kong Polytechnic Universityen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS6723429-
dc.description.oaCategoryGreen (AAM)en_US
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