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    3‐D General Movable Mesh in Water Circulation Modeling

    Source: Journal of Computing in Civil Engineering:;1988:;Volume ( 002 ):;issue: 002
    Author:
    Semaan Sarraf
    ,
    René Kahawita
    ,
    Nassir Eljabi
    DOI: 10.1061/(ASCE)0887-3801(1988)2:2(170)
    Publisher: American Society of Civil Engineers
    Abstract: Based on the three‐dimensional (3‐D) hydrodynamic Navier‐Stokes equations, a numerical model is developed to simulate circulations in small shallow lakes with particularly irregular geometry. The geometry of the flow field is fitted with a three‐dimensional movable mesh based on a 3‐D coordinate transformation. It conforms to the irregularity of the boundaries and bathymetry and follows at every instant the movement of the free water surface. The equations are integrated over a curvilinear control volume. The discretization process is applied based on MacCormack's fractional step scheme. The surface wind stress is then computed according to Von Karman's approach. A new approximation of the distribution of the eddy viscosity is introduced. The model results are compared against an analytical solution and experimental data. The application of the model to Lake Delaney reveals the effect of the induced circulation on the existing flow pattern. Computed results demonstrate the capability of the model to handle natural complex flow patterns.
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      3‐D General Movable Mesh in Water Circulation Modeling

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/42603
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    • Journal of Computing in Civil Engineering

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    contributor authorSemaan Sarraf
    contributor authorRené Kahawita
    contributor authorNassir Eljabi
    date accessioned2017-05-08T21:12:10Z
    date available2017-05-08T21:12:10Z
    date copyrightApril 1988
    date issued1988
    identifier other%28asce%290887-3801%281988%292%3A2%28170%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/42603
    description abstractBased on the three‐dimensional (3‐D) hydrodynamic Navier‐Stokes equations, a numerical model is developed to simulate circulations in small shallow lakes with particularly irregular geometry. The geometry of the flow field is fitted with a three‐dimensional movable mesh based on a 3‐D coordinate transformation. It conforms to the irregularity of the boundaries and bathymetry and follows at every instant the movement of the free water surface. The equations are integrated over a curvilinear control volume. The discretization process is applied based on MacCormack's fractional step scheme. The surface wind stress is then computed according to Von Karman's approach. A new approximation of the distribution of the eddy viscosity is introduced. The model results are compared against an analytical solution and experimental data. The application of the model to Lake Delaney reveals the effect of the induced circulation on the existing flow pattern. Computed results demonstrate the capability of the model to handle natural complex flow patterns.
    publisherAmerican Society of Civil Engineers
    title3‐D General Movable Mesh in Water Circulation Modeling
    typeJournal Paper
    journal volume2
    journal issue2
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)0887-3801(1988)2:2(170)
    treeJournal of Computing in Civil Engineering:;1988:;Volume ( 002 ):;issue: 002
    contenttypeFulltext
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