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    Numerical Modeling of Free Overfall

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 002
    Author:
    Yakun Guo
    DOI: 10.1061/(ASCE)0733-9429(2005)131:2(134)
    Publisher: American Society of Civil Engineers
    Abstract: Free overfall is treated by using two-dimensional steady potential flow theory. Based on the theory of the boundary value problem of analytical function and the substitution of variables we derive the boundary integral equations in the physical plane for solving the free overfall in a rectangular channel. A numerical iterative method has been developed to solve these boundary integral equations. The free water surface profiles, pressure distribution, and the end-depth ratio are calculated for a wide range of bed slopes, bed roughness, and incoming upstream Froude number. The computed results agree well with the available experimental data.
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      Numerical Modeling of Free Overfall

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    contributor authorYakun Guo
    date accessioned2017-05-08T20:45:03Z
    date available2017-05-08T20:45:03Z
    date copyrightFebruary 2005
    date issued2005
    identifier other%28asce%290733-9429%282005%29131%3A2%28134%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25867
    description abstractFree overfall is treated by using two-dimensional steady potential flow theory. Based on the theory of the boundary value problem of analytical function and the substitution of variables we derive the boundary integral equations in the physical plane for solving the free overfall in a rectangular channel. A numerical iterative method has been developed to solve these boundary integral equations. The free water surface profiles, pressure distribution, and the end-depth ratio are calculated for a wide range of bed slopes, bed roughness, and incoming upstream Froude number. The computed results agree well with the available experimental data.
    publisherAmerican Society of Civil Engineers
    titleNumerical Modeling of Free Overfall
    typeJournal Paper
    journal volume131
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2005)131:2(134)
    treeJournal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 002
    contenttypeFulltext
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