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    Overbank Flow in Compound Channels with Nonprismatic Floodplains

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 008
    Author:
    Bahram Rezaei
    ,
    Donald W. Knight
    DOI: 10.1061/(ASCE)HY.1943-7900.0000368
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the authors present experimental results of overbank flow in compound channels with nonprismatic floodplains and different convergence angles. The depth-averaged velocity, the local velocity distributions, and the boundary shear stress distributions were measured along the converging flume portion for different relative depths. The momentum balance is used to analyze the force acting on the flow in the main channel and for the whole cross section. Using the experimental data, various terms in the momentum equation are also calculated. The apparent shear forces on the vertical interface between the main channel and floodplains are evaluated for compound channels with nonprismatic floodplains, and the results are then compared with the prismatic cases. The energy balance in nonprismatic compound channels is also investigated by using the water surface elevation.
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      Overbank Flow in Compound Channels with Nonprismatic Floodplains

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    http://yetl.yabesh.ir/yetl1/handle/yetl/64212
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    contributor authorBahram Rezaei
    contributor authorDonald W. Knight
    date accessioned2017-05-08T21:51:04Z
    date available2017-05-08T21:51:04Z
    date copyrightAugust 2011
    date issued2011
    identifier other%28asce%29hy%2E1943-7900%2E0000393.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64212
    description abstractIn this paper, the authors present experimental results of overbank flow in compound channels with nonprismatic floodplains and different convergence angles. The depth-averaged velocity, the local velocity distributions, and the boundary shear stress distributions were measured along the converging flume portion for different relative depths. The momentum balance is used to analyze the force acting on the flow in the main channel and for the whole cross section. Using the experimental data, various terms in the momentum equation are also calculated. The apparent shear forces on the vertical interface between the main channel and floodplains are evaluated for compound channels with nonprismatic floodplains, and the results are then compared with the prismatic cases. The energy balance in nonprismatic compound channels is also investigated by using the water surface elevation.
    publisherAmerican Society of Civil Engineers
    titleOverbank Flow in Compound Channels with Nonprismatic Floodplains
    typeJournal Paper
    journal volume137
    journal issue8
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000368
    treeJournal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 008
    contenttypeFulltext
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