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    Lateral Depth-Averaged Velocity Distributions and Bed Shear in Rectangular Compound Channels

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 009
    Author:
    Xiaonan Tang
    ,
    Donald W. Knight
    DOI: 10.1061/(ASCE)0733-9429(2008)134:9(1337)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a method to predict depth-averaged velocity and bed shear stress for overbank flows in straight rectangular two-stage channels. An analytical solution to the depth-integrated Navier–Stokes equation is presented that includes the effects of bed friction, lateral turbulence, and secondary flows. The Shiono and Knight method accounts for bed shear, lateral shear, and secondary flow effects via three coefficients,
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      Lateral Depth-Averaged Velocity Distributions and Bed Shear in Rectangular Compound Channels

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    http://yetl.yabesh.ir/yetl1/handle/yetl/26609
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    contributor authorXiaonan Tang
    contributor authorDonald W. Knight
    date accessioned2017-05-08T20:46:18Z
    date available2017-05-08T20:46:18Z
    date copyrightSeptember 2008
    date issued2008
    identifier other%28asce%290733-9429%282008%29134%3A9%281337%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26609
    description abstractThis paper presents a method to predict depth-averaged velocity and bed shear stress for overbank flows in straight rectangular two-stage channels. An analytical solution to the depth-integrated Navier–Stokes equation is presented that includes the effects of bed friction, lateral turbulence, and secondary flows. The Shiono and Knight method accounts for bed shear, lateral shear, and secondary flow effects via three coefficients,
    publisherAmerican Society of Civil Engineers
    titleLateral Depth-Averaged Velocity Distributions and Bed Shear in Rectangular Compound Channels
    typeJournal Paper
    journal volume134
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2008)134:9(1337)
    treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 009
    contenttypeFulltext
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