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    Significance of Averaging Coefficients in Open‐Channel Flow Equations

    Source: Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 002
    Author:
    Renjie Xia
    ,
    Ben Chie Yen
    DOI: 10.1061/(ASCE)0733-9429(1994)120:2(169)
    Publisher: American Society of Civil Engineers
    Abstract: The 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
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      Significance of Averaging Coefficients in Open‐Channel Flow Equations

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    http://yetl.yabesh.ir/yetl1/handle/yetl/23923
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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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