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    VOF Model for Simulation of a Free Overfall in Trapezoidal Channels

    Source: Journal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author:
    A. S. Ramamurthy
    ,
    Junying Qu
    ,
    Diep Vo
    DOI: 10.1061/(ASCE)0733-9437(2006)132:4(425)
    Publisher: American Society of Civil Engineers
    Abstract: In the past, solutions to open channel flow problems involving free surfaces were generally found on the basis of experimental data or through the development of theoretical expressions using simplified assumptions. The volume of fluid (VOF) turbulence model is applied to obtain characteristics of three-dimensional open channel flows involving free surfaces. In particular, the VOF model is used to determine the pressure head distributions, velocity distributions, and water surface profiles for the free overfall in a trapezoidal open channel. The predictions of the proposed model are validated using existing experimental data.
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      VOF Model for Simulation of a Free Overfall in Trapezoidal Channels

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/28466
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorA. S. Ramamurthy
    contributor authorJunying Qu
    contributor authorDiep Vo
    date accessioned2017-05-08T20:49:47Z
    date available2017-05-08T20:49:47Z
    date copyrightAugust 2006
    date issued2006
    identifier other%28asce%290733-9437%282006%29132%3A4%28425%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28466
    description abstractIn the past, solutions to open channel flow problems involving free surfaces were generally found on the basis of experimental data or through the development of theoretical expressions using simplified assumptions. The volume of fluid (VOF) turbulence model is applied to obtain characteristics of three-dimensional open channel flows involving free surfaces. In particular, the VOF model is used to determine the pressure head distributions, velocity distributions, and water surface profiles for the free overfall in a trapezoidal open channel. The predictions of the proposed model are validated using existing experimental data.
    publisherAmerican Society of Civil Engineers
    titleVOF Model for Simulation of a Free Overfall in Trapezoidal Channels
    typeJournal Paper
    journal volume132
    journal issue4
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2006)132:4(425)
    treeJournal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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