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    Momentum Transfer for Practical Flow Computation in Compound Channels

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 007
    Author:
    D. Bousmar
    ,
    Y. Zech
    DOI: 10.1061/(ASCE)0733-9429(1999)125:7(696)
    Publisher: American Society of Civil Engineers
    Abstract: A new theoretical 1D model of compound channels flows—the exchange discharge model—is presented. The interactions between main channel and floodplains are taken into account as a momentum transfer proportional to the product of the velocity gradient at the interface by the mass discharge exchanged through this interface due to turbulence. Geometrical changes in cross sections are also modeled; they generate a similar momentum transfer, proportional to the actual mass transfer. Both effects are incorporated into the flow equations as an additional head loss. This make the formulation suitable for stage-discharge computation but also enables practical water-profile simulations. The model is tested successfully against available experimental data for (1) stage-discharge relations; and (2) water-profile computation applied to a field case.
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      Momentum Transfer for Practical Flow Computation in Compound Channels

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    http://yetl.yabesh.ir/yetl1/handle/yetl/24867
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    contributor authorD. Bousmar
    contributor authorY. Zech
    date accessioned2017-05-08T20:43:33Z
    date available2017-05-08T20:43:33Z
    date copyrightJuly 1999
    date issued1999
    identifier other%28asce%290733-9429%281999%29125%3A7%28696%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24867
    description abstractA new theoretical 1D model of compound channels flows—the exchange discharge model—is presented. The interactions between main channel and floodplains are taken into account as a momentum transfer proportional to the product of the velocity gradient at the interface by the mass discharge exchanged through this interface due to turbulence. Geometrical changes in cross sections are also modeled; they generate a similar momentum transfer, proportional to the actual mass transfer. Both effects are incorporated into the flow equations as an additional head loss. This make the formulation suitable for stage-discharge computation but also enables practical water-profile simulations. The model is tested successfully against available experimental data for (1) stage-discharge relations; and (2) water-profile computation applied to a field case.
    publisherAmerican Society of Civil Engineers
    titleMomentum Transfer for Practical Flow Computation in Compound Channels
    typeJournal Paper
    journal volume125
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1999)125:7(696)
    treeJournal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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