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    Vertical Mixing in the Fully Developed Turbulent Layer of Sediment-Laden Open-Channel Flow

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 009
    Author:
    Erik A. Toorman
    DOI: 10.1061/(ASCE)0733-9429(2008)134:9(1225)
    Publisher: American Society of Civil Engineers
    Abstract: Eulerian equations for the vertical flux and momentum of suspended particles in dilute sediment-laden open-channel flow in equilibrium have been derived using the two-fluid approach. Reynolds averaging has been applied in order to allow validation of individual terms with experimental data. Consideration of the various terms of the vertical momentum balance with experimental flume data indicates that the drag force has to be separated into a mean and a turbulent contribution with different timescales, respectively, the (gravitational) particle timescale and the integral turbulence timescale. The resulting formulation further provides a new theoretical closure for the turbulent Schmidt number.
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      Vertical Mixing in the Fully Developed Turbulent Layer of Sediment-Laden Open-Channel Flow

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    contributor authorErik A. Toorman
    date accessioned2017-05-08T20:46:17Z
    date available2017-05-08T20:46:17Z
    date copyrightSeptember 2008
    date issued2008
    identifier other%28asce%290733-9429%282008%29134%3A9%281225%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26594
    description abstractEulerian equations for the vertical flux and momentum of suspended particles in dilute sediment-laden open-channel flow in equilibrium have been derived using the two-fluid approach. Reynolds averaging has been applied in order to allow validation of individual terms with experimental data. Consideration of the various terms of the vertical momentum balance with experimental flume data indicates that the drag force has to be separated into a mean and a turbulent contribution with different timescales, respectively, the (gravitational) particle timescale and the integral turbulence timescale. The resulting formulation further provides a new theoretical closure for the turbulent Schmidt number.
    publisherAmerican Society of Civil Engineers
    titleVertical Mixing in the Fully Developed Turbulent Layer of Sediment-Laden Open-Channel Flow
    typeJournal Paper
    journal volume134
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2008)134:9(1225)
    treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 009
    contenttypeFulltext
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