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    Boundary Shear in Rectangular Ducts and Channels

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 001
    Author:
    Y. Zheng
    ,
    Yee-Chung Jin
    DOI: 10.1061/(ASCE)0733-9429(1998)124:1(86)
    Publisher: American Society of Civil Engineers
    Abstract: The development of the equation for the lateral distribution of boundary shear starts from a simplified streamwise vorticity equation which includes only the secondary Reynolds stress terms. Transverse anisotropy is modeled using a universal function. The effect of secondary flow on the boundary shear is incorporated into the model by applying the momentum transfer model. In the light of these analyses, an empirical equation is put forward to describe the lateral boundary shear distribution. The measured data of boundary shear in square ducts are used to quantify some empirical coefficients. The model is then applied to the corner region of rectangular ducts and open channels. With those simplifications and approximations applied to the streamwise vorticity equation, the predictions are found to be good.
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      Boundary Shear in Rectangular Ducts and Channels

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    contributor authorY. Zheng
    contributor authorYee-Chung Jin
    date accessioned2017-05-08T20:42:59Z
    date available2017-05-08T20:42:59Z
    date copyrightJanuary 1998
    date issued1998
    identifier other%28asce%290733-9429%281998%29124%3A1%2886%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24528
    description abstractThe development of the equation for the lateral distribution of boundary shear starts from a simplified streamwise vorticity equation which includes only the secondary Reynolds stress terms. Transverse anisotropy is modeled using a universal function. The effect of secondary flow on the boundary shear is incorporated into the model by applying the momentum transfer model. In the light of these analyses, an empirical equation is put forward to describe the lateral boundary shear distribution. The measured data of boundary shear in square ducts are used to quantify some empirical coefficients. The model is then applied to the corner region of rectangular ducts and open channels. With those simplifications and approximations applied to the streamwise vorticity equation, the predictions are found to be good.
    publisherAmerican Society of Civil Engineers
    titleBoundary Shear in Rectangular Ducts and Channels
    typeJournal Paper
    journal volume124
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1998)124:1(86)
    treeJournal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 001
    contenttypeFulltext
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