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    Depth-Averaged Hydrodynamic Model in Curvilinear Collocated Grid

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 005
    Author:
    Jian Ye
    ,
    J. A. McCorquodale
    DOI: 10.1061/(ASCE)0733-9429(1997)123:5(380)
    Publisher: American Society of Civil Engineers
    Abstract: A two-dimensional (2D) depth-averaged model of turbulent flows has been developed in a boundary-fitted curvilinear coordinate system. Based on the finite-volume method (FVM), the convection terms are discretized by the Roe's scheme of second-order accuracy, as well as the Power-law scheme. The governing equations are solved in a collocated grid system by the efficient fractional two-step implicit algorithm that is regarded superior to the SIMPLEC algorithm. The “time marching” technique has been used to obtain a steady-state solution as a limiting case. The new model has been applied to several problems including pure convection of a sharp step profile, side discharge into an open channel, flow in a meandering channel, and flow in a Parshall flume with supercritical outflow. Comparison with the available data shows that the model is efficient and robust.
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      Depth-Averaged Hydrodynamic Model in Curvilinear Collocated Grid

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    http://yetl.yabesh.ir/yetl1/handle/yetl/24430
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    contributor authorJian Ye
    contributor authorJ. A. McCorquodale
    date accessioned2017-05-08T20:42:48Z
    date available2017-05-08T20:42:48Z
    date copyrightMay 1997
    date issued1997
    identifier other%28asce%290733-9429%281997%29123%3A5%28380%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24430
    description abstractA two-dimensional (2D) depth-averaged model of turbulent flows has been developed in a boundary-fitted curvilinear coordinate system. Based on the finite-volume method (FVM), the convection terms are discretized by the Roe's scheme of second-order accuracy, as well as the Power-law scheme. The governing equations are solved in a collocated grid system by the efficient fractional two-step implicit algorithm that is regarded superior to the SIMPLEC algorithm. The “time marching” technique has been used to obtain a steady-state solution as a limiting case. The new model has been applied to several problems including pure convection of a sharp step profile, side discharge into an open channel, flow in a meandering channel, and flow in a Parshall flume with supercritical outflow. Comparison with the available data shows that the model is efficient and robust.
    publisherAmerican Society of Civil Engineers
    titleDepth-Averaged Hydrodynamic Model in Curvilinear Collocated Grid
    typeJournal Paper
    journal volume123
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1997)123:5(380)
    treeJournal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 005
    contenttypeFulltext
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