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    Determination of Boundary Shear Stress and Reynolds Shear Stress in Smooth Rectangular Channel Flows

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 005
    Author:
    Shu-Qing Yang
    ,
    John A. McCorquodale
    DOI: 10.1061/(ASCE)0733-9429(2004)130:5(458)
    Publisher: American Society of Civil Engineers
    Abstract: A method for computing three-dimensional Reynolds shear stresses and boundary shear stress distribution in smooth rectangular channels is developed by applying an order of magnitude analysis to integrate the Reynolds equations. A simplified relationship between the lateral and vertical terms is hypothesized for which the Reynolds equations become solvable. This relationship has the form of a power law with an exponent of
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      Determination of Boundary Shear Stress and Reynolds Shear Stress in Smooth Rectangular Channel Flows

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25727
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    contributor authorShu-Qing Yang
    contributor authorJohn A. McCorquodale
    date accessioned2017-05-08T20:44:52Z
    date available2017-05-08T20:44:52Z
    date copyrightMay 2004
    date issued2004
    identifier other%28asce%290733-9429%282004%29130%3A5%28458%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25727
    description abstractA method for computing three-dimensional Reynolds shear stresses and boundary shear stress distribution in smooth rectangular channels is developed by applying an order of magnitude analysis to integrate the Reynolds equations. A simplified relationship between the lateral and vertical terms is hypothesized for which the Reynolds equations become solvable. This relationship has the form of a power law with an exponent of
    publisherAmerican Society of Civil Engineers
    titleDetermination of Boundary Shear Stress and Reynolds Shear Stress in Smooth Rectangular Channel Flows
    typeJournal Paper
    journal volume130
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2004)130:5(458)
    treeJournal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 005
    contenttypeFulltext
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