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    Investigation of Twin Vortices near the Interface in Turbulent Compound Open-Channel Flows Using DNS Data

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 012
    Author:
    Younghoon Joung
    ,
    Sung-Uk Choi
    DOI: 10.1061/(ASCE)0733-9429(2008)134:12(1744)
    Publisher: American Society of Civil Engineers
    Abstract: The direct numerical simulation of turbulent flows in a compound open channel is described. Mean flows and turbulence structures are provided, and are compared with numerical and measured data available in the literature. The simulated results show that twin vortices are generated near the interface of the main channel and the floodplain and that their maximum magnitude is about 5% of the bulk streamwise velocity. Near the interface, the simulated wall shear stress reaches a maximum, contrary to experimental data. A quadrant analysis shows that both sweeps and ejections become the main contributor to the production of Reynolds shear stresses near the interface. Through the conditional quadrant analysis, it is demonstrated how the directional tendency of dominant coherent structures determines the production of Reynolds shear stress and the pattern of twin vortices near the interface. In addition, the time-dependent characteristics of three-dimensional vortical structures in a compound open-channel flow were investigated using direct numerical simulation (DNS) data.
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      Investigation of Twin Vortices near the Interface in Turbulent Compound Open-Channel Flows Using DNS Data

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    https://yetl.yabesh.ir/yetl1/handle/yetl/26424
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    contributor authorYounghoon Joung
    contributor authorSung-Uk Choi
    date accessioned2017-05-08T20:45:58Z
    date available2017-05-08T20:45:58Z
    date copyrightDecember 2008
    date issued2008
    identifier other%28asce%290733-9429%282008%29134%3A12%281744%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26424
    description abstractThe direct numerical simulation of turbulent flows in a compound open channel is described. Mean flows and turbulence structures are provided, and are compared with numerical and measured data available in the literature. The simulated results show that twin vortices are generated near the interface of the main channel and the floodplain and that their maximum magnitude is about 5% of the bulk streamwise velocity. Near the interface, the simulated wall shear stress reaches a maximum, contrary to experimental data. A quadrant analysis shows that both sweeps and ejections become the main contributor to the production of Reynolds shear stresses near the interface. Through the conditional quadrant analysis, it is demonstrated how the directional tendency of dominant coherent structures determines the production of Reynolds shear stress and the pattern of twin vortices near the interface. In addition, the time-dependent characteristics of three-dimensional vortical structures in a compound open-channel flow were investigated using direct numerical simulation (DNS) data.
    publisherAmerican Society of Civil Engineers
    titleInvestigation of Twin Vortices near the Interface in Turbulent Compound Open-Channel Flows Using DNS Data
    typeJournal Paper
    journal volume134
    journal issue12
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2008)134:12(1744)
    treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 012
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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