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    Asymmetric Plane Flow with Application to Ice Jams

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 011
    Author:
    Jean‐Claude Tatinclaux
    ,
    Mustafa Gogus
    DOI: 10.1061/(ASCE)0733-9429(1983)109:11(1540)
    Publisher: American Society of Civil Engineers
    Abstract: An available turbulence method is used to prove that in plane flows between two boundaries with asymmetric roughness the plane of maximum velocity is not the plane of zero shear stress. By dividing the flow at the plane of zero shear stress, laboratory and field data on flows below simulated and actual ice jams are analyzed to derive equations for the boundaries' friction factors in terms of mean flow velocity, depth of flow zone, and boundary roughness for smooth and fully rough boundaries. These equations are applied to the calculations of ice jam characteristics. For the jams studied, the present method gives a variation of about 10% in the jam characteristics with a method based on dividing the flow at the plane of maximum velocity.
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      Asymmetric Plane Flow with Application to Ice Jams

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    https://yetl.yabesh.ir/yetl1/handle/yetl/22005
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    contributor authorJean‐Claude Tatinclaux
    contributor authorMustafa Gogus
    date accessioned2017-05-08T20:38:21Z
    date available2017-05-08T20:38:21Z
    date copyrightNovember 1983
    date issued1983
    identifier other%28asce%290733-9429%281983%29109%3A11%281540%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22005
    description abstractAn available turbulence method is used to prove that in plane flows between two boundaries with asymmetric roughness the plane of maximum velocity is not the plane of zero shear stress. By dividing the flow at the plane of zero shear stress, laboratory and field data on flows below simulated and actual ice jams are analyzed to derive equations for the boundaries' friction factors in terms of mean flow velocity, depth of flow zone, and boundary roughness for smooth and fully rough boundaries. These equations are applied to the calculations of ice jam characteristics. For the jams studied, the present method gives a variation of about 10% in the jam characteristics with a method based on dividing the flow at the plane of maximum velocity.
    publisherAmerican Society of Civil Engineers
    titleAsymmetric Plane Flow with Application to Ice Jams
    typeJournal Paper
    journal volume109
    journal issue11
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1983)109:11(1540)
    treeJournal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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