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dc.creatorĐorđević, Slobodan
dc.creatorProdanović, Dušan
dc.creatorWalters, GA
dc.date.accessioned2019-04-19T14:10:08Z
dc.date.available2019-04-19T14:10:08Z
dc.date.issued2004
dc.identifier.issn0733-9429
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/80
dc.description.abstractUsing finite difference methods in conjunction with the reduced momentum equation and applying boundary condition structure inherent to subcritical flow to all regimes, is an approach that enables efficient numerical simulation of supercritical and transcritical flows in pipe/channel systems. However, as well as certain errors within a single channel due to incomplete equations, this technique also may introduce unwanted effects propagating across a network in both upstream and downstream directions. These may include: unrealistic backwater effects due to improper boundary conditions, nonamplifying oscillations due to jerky jump movement, and other computational instabilities. Practical implications of these are analyzed in detail and are illustrated using a set of examples. Sensitivity analyzes and comparisons with analytical solutions and laboratory experiments are made. The measures to reduce the inaccuracies inevitable in simulation of transcritical flows are discussed.en
dc.publisherASCE - American Society of Civil Engineers
dc.rightsrestrictedAccess
dc.sourceJournal of Hydraulic Engineering
dc.subjectpipe networksen
dc.subjectsimulationen
dc.subjectpipe flowen
dc.subjectchannel flowen
dc.subjectsupercritical flowen
dc.subjecttranscritical flowen
dc.subjecthydraulic jumpen
dc.subjectfinite difference methoden
dc.titleSimulation of transcritical flow in pipe/channel networksen
dc.typearticle
dc.rights.licenseARR
dc.citation.epage1178
dc.citation.issue12
dc.citation.other130(12): 1167-1178
dc.citation.rankaM21
dc.citation.spage1167
dc.citation.volume130
dc.identifier.doi10.1061/(ASCE)0733-9429(2004)130:12(1167)
dc.identifier.scopus2-s2.0-10444242453
dc.identifier.wos000225088100004
dc.type.versionpublishedVersion


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