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    Velocity-Depth Coupling in Shallow-Water Flows

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 010
    Author:
    Jian Guo Zhou
    DOI: 10.1061/(ASCE)0733-9429(1995)121:10(717)
    Publisher: American Society of Civil Engineers
    Abstract: The two-dimensional shallow-water flow equations are first written in strong conservation form and are used for developing the flow model. In the discretization equations, based on the control volume method, the velocity field is found to be proportional to both the square of the depth and the depth itself. Due to this, none of the existing SIMPLE-like algorithms can be used to deal with the velocity-depth coupling. In this paper, the problem of velocity-depth coupling is studied, and a modified SIMPLE-like algorithm is described to treat it. Several applications of the model have shown that the method is efficient, simple, and has good convergence behavior. Also, a different value for the relaxation factor for depth is found to speed the convergence rate after stable convergence occurs. The results are in good agreement with both experimental observations and theoretical analysis. The method can straightforwardly be extended into unsteady shallow-water flows.
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      Velocity-Depth Coupling in Shallow-Water Flows

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    contributor authorJian Guo Zhou
    date accessioned2017-05-08T20:42:12Z
    date available2017-05-08T20:42:12Z
    date copyrightOctober 1995
    date issued1995
    identifier other%28asce%290733-9429%281995%29121%3A10%28717%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24055
    description abstractThe two-dimensional shallow-water flow equations are first written in strong conservation form and are used for developing the flow model. In the discretization equations, based on the control volume method, the velocity field is found to be proportional to both the square of the depth and the depth itself. Due to this, none of the existing SIMPLE-like algorithms can be used to deal with the velocity-depth coupling. In this paper, the problem of velocity-depth coupling is studied, and a modified SIMPLE-like algorithm is described to treat it. Several applications of the model have shown that the method is efficient, simple, and has good convergence behavior. Also, a different value for the relaxation factor for depth is found to speed the convergence rate after stable convergence occurs. The results are in good agreement with both experimental observations and theoretical analysis. The method can straightforwardly be extended into unsteady shallow-water flows.
    publisherAmerican Society of Civil Engineers
    titleVelocity-Depth Coupling in Shallow-Water Flows
    typeJournal Paper
    journal volume121
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1995)121:10(717)
    treeJournal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 010
    contenttypeFulltext
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