Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/80947
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dc.contributor.authorLee, P.-
dc.contributor.authorVitkovsky, J.-
dc.contributor.authorLambert, M.-
dc.contributor.authorSimpson, A.-
dc.contributor.authorLiggett, J.-
dc.date.issued2002-
dc.identifier.citationConference on Water Resources Planning and Management, Roanoke, Virginia, USA, 2002: 10 p-
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.-
dc.description.statementofresponsibilityPedro J. Lee, John P. Vítkovský, Martin F. Lambert, Angus R. Simpson, and James A. Liggett-
dc.language.isoen-
dc.publisherASCE-
dc.rightsCopyright status unknown-
dc.titleLeak detection in pipelines using an inverse resonance method-
dc.typeConference item-
dc.contributor.conferenceConference on Water Resources Planning and Management (2002 : Roanoke, Virginia, USA)-
pubs.publication-statusPublished-
dc.identifier.orcidLambert, M. [0000-0001-8272-6697]-
dc.identifier.orcidSimpson, A. [0000-0003-1633-0111]-
Appears in Collections:Aurora harvest
Civil and Environmental Engineering publications

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