Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/80961
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dc.contributor.authorGong, J.-
dc.contributor.authorZecchin, A.-
dc.contributor.authorSimpson, A.-
dc.contributor.authorLambert, M.-
dc.date.issued2014-
dc.identifier.citationJournal of Water Resources Planning and Management, 2014; 140(1):65-74-
dc.identifier.issn0733-9496-
dc.identifier.issn1943-5452-
dc.identifier.urihttp://hdl.handle.net/2440/80961-
dc.description.abstractAbstract not available-
dc.description.statementofresponsibilityJinzhe Gong, Aaron C. Zecchin, Angus R. Simpson and Martin F. Lambert-
dc.language.isoen-
dc.publisherASCE-Amer Soc Civil Engineers-
dc.rights© ASCE 2014-
dc.source.urihttp://dx.doi.org/10.1061/(asce)wr.1943-5452.0000298-
dc.subjectPipelines; Transient; Water hammer; Water distribution systems; Leak detection; Frequency response diagram; Steady oscillatory flow; Harmonic analysis-
dc.titleFrequency response diagram for pipeline leak detection: comparing the odd and the even harmonics-
dc.typeJournal article-
dc.identifier.doi10.1061/(ASCE)WR.1943-5452.0000298-
dc.relation.granthttp://purl.org/au-research/grants/arc/DP1095270-
dc.relation.granthttp://purl.org/au-research/grants/arc/DP1095270-
pubs.publication-statusPublished-
dc.identifier.orcidGong, J. [0000-0002-6344-5993]-
dc.identifier.orcidZecchin, A. [0000-0001-8908-7023]-
dc.identifier.orcidSimpson, A. [0000-0003-1633-0111]-
dc.identifier.orcidLambert, M. [0000-0001-8272-6697]-
Appears in Collections:Aurora harvest
Civil and Environmental Engineering publications

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