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    Numerical Modeling of Probable Maximum Flood Flowing through a System of Spillways

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 001
    Author:
    Songheng Li
    ,
    Stuart Cain
    ,
    Martin Wosnik
    ,
    Chris Miller
    ,
    Hasan Kocahan
    ,
    Russell Wyckoff
    DOI: 10.1061/(ASCE)HY.1943-7900.0000279
    Publisher: American Society of Civil Engineers
    Abstract: The results of a numerical model study of probable maximum flood (PMF) flow through a system of spillways consisting of an existing service spillway and a new auxiliary spillway are presented. A commercial computational fluid dynamics (CFD) code, Fluent, was used to solve the time-dependent Reynolds-averaged Navier-Stokes equations, a standard turbulence
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      Numerical Modeling of Probable Maximum Flood Flowing through a System of Spillways

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    https://yetl.yabesh.ir/yetl1/handle/yetl/64115
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    contributor authorSongheng Li
    contributor authorStuart Cain
    contributor authorMartin Wosnik
    contributor authorChris Miller
    contributor authorHasan Kocahan
    contributor authorRussell Wyckoff
    date accessioned2017-05-08T21:50:56Z
    date available2017-05-08T21:50:56Z
    date copyrightJanuary 2011
    date issued2011
    identifier other%28asce%29hy%2E1943-7900%2E0000302.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64115
    description abstractThe results of a numerical model study of probable maximum flood (PMF) flow through a system of spillways consisting of an existing service spillway and a new auxiliary spillway are presented. A commercial computational fluid dynamics (CFD) code, Fluent, was used to solve the time-dependent Reynolds-averaged Navier-Stokes equations, a standard turbulence
    publisherAmerican Society of Civil Engineers
    titleNumerical Modeling of Probable Maximum Flood Flowing through a System of Spillways
    typeJournal Paper
    journal volume137
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000279
    treeJournal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 001
    contenttypeFulltext
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