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    Large-Eddy Simulation of Turbulent Flow over a Fixed Two-Dimensional Dune

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 007
    Author:
    Wusi Yue
    ,
    Ching-Long Lin
    ,
    Virendra C. Patel
    DOI: 10.1061/(ASCE)0733-9429(2006)132:7(643)
    Publisher: American Society of Civil Engineers
    Abstract: Turbulent open-channel flow over a two-dimensional dune is studied using an established large-eddy simulation code. The free surface is approximated as a shear free boundary. Turbulence statistics and instantaneous flow structures are examined. Numerical results from two computational grids agree with each other, and are also in good agreement with recently obtained experimental data. The mean velocity profiles show significant changes along the dune and there is no region that conforms to the standard law-of-the-wall. Profiles of the Reynolds stresses show distinct peaks marking the shear layer that originates from flow separation at the dune crest. Secondary peaks found further from the dune are ascribed to the shear layer over the upstream dune. Details of the separated flow and development of the flow after reattachment are well predicted. Quadrant analysis of the Reynolds shear stress shows that turbulent ejections dominate the near-wall motions. Complex water surface flow structures are visualized.
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      Large-Eddy Simulation of Turbulent Flow over a Fixed Two-Dimensional Dune

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    http://yetl.yabesh.ir/yetl1/handle/yetl/26134
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    contributor authorWusi Yue
    contributor authorChing-Long Lin
    contributor authorVirendra C. Patel
    date accessioned2017-05-08T20:45:31Z
    date available2017-05-08T20:45:31Z
    date copyrightJuly 2006
    date issued2006
    identifier other%28asce%290733-9429%282006%29132%3A7%28643%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26134
    description abstractTurbulent open-channel flow over a two-dimensional dune is studied using an established large-eddy simulation code. The free surface is approximated as a shear free boundary. Turbulence statistics and instantaneous flow structures are examined. Numerical results from two computational grids agree with each other, and are also in good agreement with recently obtained experimental data. The mean velocity profiles show significant changes along the dune and there is no region that conforms to the standard law-of-the-wall. Profiles of the Reynolds stresses show distinct peaks marking the shear layer that originates from flow separation at the dune crest. Secondary peaks found further from the dune are ascribed to the shear layer over the upstream dune. Details of the separated flow and development of the flow after reattachment are well predicted. Quadrant analysis of the Reynolds shear stress shows that turbulent ejections dominate the near-wall motions. Complex water surface flow structures are visualized.
    publisherAmerican Society of Civil Engineers
    titleLarge-Eddy Simulation of Turbulent Flow over a Fixed Two-Dimensional Dune
    typeJournal Paper
    journal volume132
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2006)132:7(643)
    treeJournal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 007
    contenttypeFulltext
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