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Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/998
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dc.contributor.authorField, W.-
dc.contributor.authorLambert, M.-
dc.contributor.authorWilliams, B.-
dc.date.issued1998-
dc.identifier.citationJournal of Hydraulic Research, 1998; 36(1):29-42-
dc.identifier.issn0022-1686-
dc.identifier.issn1814-2079-
dc.identifier.urihttp://hdl.handle.net/2440/998-
dc.description.abstractThe equations of continuity, momentum and energy are derived, incorporating depth-dependent correction factors for velocity distributions over compound cross sections. It is shown that the friction slope and the energy slope are equivalent in steady uniform flow but not in unsteady flow. The difference between the two forms is explained and reasons are given for the preferential use of the momentum equation. Comparisons of backwater profiles are presented.-
dc.description.statementofresponsibilityW. G. Field, M. F. Lambert & B. J. Williams-
dc.language.isoen-
dc.publisherTaylor & Francis-
dc.rightsCopyright unknown-
dc.source.urihttp://dx.doi.org/10.1080/00221689809498375-
dc.titleEnergy and momentum in one dimensional open channel flow-
dc.typeJournal article-
dc.identifier.doi10.1080/00221689809498375-
pubs.publication-statusPublished-
dc.identifier.orcidLambert, M. [0000-0001-8272-6697]-
Appears in Collections:Aurora harvest 4
Civil and Environmental Engineering publications
Environment Institute publications

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