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    Simulation of Curved Open Channel Flows by 3D Hydrodynamic Model

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 007
    Author:
    Jian Ye
    ,
    J. A. McCorquodale
    DOI: 10.1061/(ASCE)0733-9429(1998)124:7(687)
    Publisher: American Society of Civil Engineers
    Abstract: A mathematical model of three-dimensional (3D) free surface flows has been applied to simulate the curved channel flows and mass transport. In the horizontal plane, a channel-fitted curvilinear coordinate system is used, whereas in the vertical plane, the σ-transformation is adopted to track the free surface and variable bed topography. To reduce the numerical diffusion, the second-order upwind scheme of Roe is incorporated to discretize the convection terms. The standard
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      Simulation of Curved Open Channel Flows by 3D Hydrodynamic Model

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    http://yetl.yabesh.ir/yetl1/handle/yetl/24666
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    contributor authorJian Ye
    contributor authorJ. A. McCorquodale
    date accessioned2017-05-08T20:43:12Z
    date available2017-05-08T20:43:12Z
    date copyrightJuly 1998
    date issued1998
    identifier other%28asce%290733-9429%281998%29124%3A7%28687%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24666
    description abstractA mathematical model of three-dimensional (3D) free surface flows has been applied to simulate the curved channel flows and mass transport. In the horizontal plane, a channel-fitted curvilinear coordinate system is used, whereas in the vertical plane, the σ-transformation is adopted to track the free surface and variable bed topography. To reduce the numerical diffusion, the second-order upwind scheme of Roe is incorporated to discretize the convection terms. The standard
    publisherAmerican Society of Civil Engineers
    titleSimulation of Curved Open Channel Flows by 3D Hydrodynamic Model
    typeJournal Paper
    journal volume124
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1998)124:7(687)
    treeJournal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 007
    contenttypeFulltext
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