Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/102641
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorDuan, HFen_US
dc.date.accessioned2023-10-26T07:20:05Z-
dc.date.available2023-10-26T07:20:05Z-
dc.identifier.issn0733-9496en_US
dc.identifier.urihttp://hdl.handle.net/10397/102641-
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)WR.1943-5452.0000625.en_US
dc.subjectExtended blockage detectionen_US
dc.subjectSensitivity analysisen_US
dc.subjectTransient-based frequency domain method (TBFDM)en_US
dc.subjectTransientsen_US
dc.subjectUncertaintyen_US
dc.subjectWater pipelinesen_US
dc.titleSensitivity analysis of a transient-based frequency domain method for extended blockage detection in water pipeline systemsen_US
dc.typeJournal/Magazine Articleen_US
dc.description.otherinformationTitle on author’s file: "Sensitivity Analysis of Transient-Based Frequency Domain Method for Extended Blockage Detection in Water Pipeline Systems"en_US
dc.identifier.volume142en_US
dc.identifier.issue4en_US
dc.identifier.doi10.1061/(ASCE)WR.1943-5452.0000625en_US
dcterms.abstractPartial blockages are commonly formed in water supply pipelines due to many factors, such as deposition, biofilm, and corrosion in the natural water supply process, as well as valve throttle in the artificial construction and operation process, which may cause additional energy losses and serious water supply accidents in the system. Recently, a transient-based frequency domain method (TBFDM) has been developed by the author for extended partial blockage detection, and it was found to be efficient, nonintrusive, and inexpensive to apply. While this method has been validated and applied for numerical and laboratory experiments in previous studies for a variety of blockage and hydraulic conditions, the application results revealed that the accuracy of the TBFDM may be easily affected by uncertainties in the experimental process. This paper investigates the sensitivity of the developed TBFDM to different uncertainty factors that commonly exist in water pipeline systems, with perspective to better understand and use this efficient and economic method in practice. The methods of firstorder second-moment analysis and Monte Carlo simulation are adopted in this paper for the investigation. The obtained results are discussed for the validity range and limitations of current TBFDM for practical applications.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of water resources planning and management, Apr. 2016, v. 142, no. 4, 04015073en_US
dcterms.isPartOfJournal of water resources planning and managementen_US
dcterms.issued2016-04-
dc.identifier.scopus2-s2.0-84964053805-
dc.identifier.eissn1943-5452en_US
dc.identifier.artn04015073en_US
dc.description.validate202310 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-2527-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextHong Kong Polytechnic Universityen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS6636989-
dc.description.oaCategoryGreen (AAM)en_US
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