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    Structure of Turbulence in Compound Channel Flows

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 009
    Author:
    Panagiotis Prinos
    ,
    Ron Townsend
    ,
    Stavros Tavoularis
    DOI: 10.1061/(ASCE)0733-9429(1985)111:9(1246)
    Publisher: American Society of Civil Engineers
    Abstract: The structure of turbulence in compound channel flows is examined in a laboratory study. Shear stresses and turbulence intensities are measured in a channel comprised of a deep central section flanked on either side by wide shallow berms (flood plains). The study concerns the nature of turbulence in the mixing regions separating the deep and shallow zones. Also studied is the mixing region's effect on the compound flow field for both “wide” and “narrow” channel conditions. Under “narrow” channel conditions the mixing process extends to the center of the main channel flow field; however, under “wide” channel conditions, the central region is not affected and observed turbulence levels at the center of the main channel are in close agreement with theoretical values for a two‐dimensional flow field. Apparent shear stress at the vertical main channel‐flood plain interface was measured directly and compared favorably with estimated values based on momentum considerations.
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      Structure of Turbulence in Compound Channel Flows

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    http://yetl.yabesh.ir/yetl1/handle/yetl/22561
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    contributor authorPanagiotis Prinos
    contributor authorRon Townsend
    contributor authorStavros Tavoularis
    date accessioned2017-05-08T20:39:23Z
    date available2017-05-08T20:39:23Z
    date copyrightSeptember 1985
    date issued1985
    identifier other%28asce%290733-9429%281985%29111%3A9%281246%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22561
    description abstractThe structure of turbulence in compound channel flows is examined in a laboratory study. Shear stresses and turbulence intensities are measured in a channel comprised of a deep central section flanked on either side by wide shallow berms (flood plains). The study concerns the nature of turbulence in the mixing regions separating the deep and shallow zones. Also studied is the mixing region's effect on the compound flow field for both “wide” and “narrow” channel conditions. Under “narrow” channel conditions the mixing process extends to the center of the main channel flow field; however, under “wide” channel conditions, the central region is not affected and observed turbulence levels at the center of the main channel are in close agreement with theoretical values for a two‐dimensional flow field. Apparent shear stress at the vertical main channel‐flood plain interface was measured directly and compared favorably with estimated values based on momentum considerations.
    publisherAmerican Society of Civil Engineers
    titleStructure of Turbulence in Compound Channel Flows
    typeJournal Paper
    journal volume111
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1985)111:9(1246)
    treeJournal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 009
    contenttypeFulltext
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