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contributor authorRenjie Xia
contributor authorBen Chie Yen
date accessioned2017-05-08T20:41:58Z
date available2017-05-08T20:41:58Z
date copyrightFebruary 1994
date issued1994
identifier other%28asce%290733-9429%281994%29120%3A2%28169%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23923
description abstractThe Saint‐Venant equations commonly applied to solving unsteady open‐channel flow problems consist of a continuity equation and a momentum equation. In deriving the momentum equation, the pressure distribution is assumed to be hydrostatic, and the effect of nonuniform cross‐sectional velocity distribution is assumed to be small. Thus, the momentum and pressure correct coefficients
publisherAmerican Society of Civil Engineers
titleSignificance of Averaging Coefficients in Open‐Channel Flow Equations
typeJournal Paper
journal volume120
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1994)120:2(169)
treeJournal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 002
contenttypeFulltext


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