Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/56708
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dc.contributor.authorStephens, M.en
dc.contributor.authorLambert, M.en
dc.contributor.authorSimpson, A.en
dc.date.issued2008en
dc.identifier.citationProceedings of the 9th National Conference on Hydraulics in Water Engineering, 23-26 September 2008, Darwin, 2008: pp.1-8en
dc.identifier.isbn9780858258556en
dc.identifier.urihttp://hdl.handle.net/2440/56708-
dc.description.statementofresponsibilityM. Stephens, M. Lambert and A. Simpsonen
dc.language.isoenen
dc.publisherEngineers Australiaen
dc.rightsCopyright status unknownen
dc.source.urihttp://search.informit.com.au/fullText;dn=613385448652841;res=IELENGen
dc.subjectPipelines; waterhammer; transient analysis; field tests; calibration; models; improved accuracyen
dc.titleA new hydraulic transient calibration modelen
dc.typeConference paperen
dc.identifier.rmid0020086152en
dc.contributor.conferenceNational Conference on Hydraulics in Water Engineering (9th : 2008 : Darwin)en
dc.publisher.placeCDen
dc.identifier.pubid39472-
pubs.library.collectionCivil and Environmental Engineering publicationsen
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
Environment Institute publications

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