Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/80947
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dc.contributor.authorLee, P.en
dc.contributor.authorVitkovsky, J.en
dc.contributor.authorLambert, M.en
dc.contributor.authorSimpson, A.en
dc.contributor.authorLiggett, J.en
dc.date.issued2002en
dc.identifier.citationConference on Water Resources Planning and Management, Roanoke, Virginia, USA, 2002: 10 pen
dc.identifier.urihttp://hdl.handle.net/2440/80947-
dc.description.abstractMethods to locate and quantify leaks in pipelines have emerged from purely passive techniques to probing the pipe with a transient pressure fluctuation. The response to such a probe contains properties that can be used to describe leaks. The frequency response to an oscillatory input, especially under resonant conditions, is used for that purpose. A leak has an effect on the magnitude of the response. The method-used in the frequency domain-borrows from inverse transient analysis in that it fits the measured frequency response to that caused by leaks, thus determining both location and size of a leak.en
dc.description.statementofresponsibilityPedro J. Lee, John P. Vítkovský, Martin F. Lambert, Angus R. Simpson, and James A. Liggetten
dc.language.isoenen
dc.publisherASCEen
dc.rightsCopyright status unknownen
dc.titleLeak detection in pipelines using an inverse resonance methoden
dc.typeConference itemen
dc.identifier.rmid0030000290en
dc.contributor.conferenceConference on Water Resources Planning and Management (2002 : Roanoke, Virginia, USA)en
dc.identifier.pubid64296-
pubs.library.collectionCivil and Environmental Engineering publicationsen
pubs.library.teamDS07en
pubs.verification-statusVerifieden
pubs.publication-statusPublisheden
dc.identifier.orcidLambert, M. [0000-0001-8272-6697]en
dc.identifier.orcidSimpson, A. [0000-0003-1633-0111]en
Appears in Collections:Civil and Environmental Engineering publications

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