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    Fluctuations of Turbulent Bed Shear Stress

    Source: Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 001
    Author:
    Nian-Sheng Cheng
    ,
    Adrian Wing-Keung Law
    DOI: 10.1061/(ASCE)0733-9399(2003)129:1(126)
    Publisher: American Society of Civil Engineers
    Abstract: With the assumption that the bed shear stress fluctuates in a lognormal fashion, the probability density function (PDF) of the standardized bed shear stress is derived as a function of the relative shear stress intensity. The PDF is more skewed with larger relative intensities, but approaches a Gaussian function when the relative intensity is small. The computed PDF agrees well with the reported experimental data for flows over a smooth boundary. The higher-order moments of the bed shear stress, skewness, and kurtosis, are shown analytically to be also dependent on the relative intensity. The theoretical dependencies are then compared to a number of measurements available in the literature. The Reynolds number effect on the relative intensity is also discussed.
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      Fluctuations of Turbulent Bed Shear Stress

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    contributor authorNian-Sheng Cheng
    contributor authorAdrian Wing-Keung Law
    date accessioned2017-05-08T22:39:55Z
    date available2017-05-08T22:39:55Z
    date copyrightJanuary 2003
    date issued2003
    identifier other%28asce%290733-9399%282003%29129%3A1%28126%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85626
    description abstractWith the assumption that the bed shear stress fluctuates in a lognormal fashion, the probability density function (PDF) of the standardized bed shear stress is derived as a function of the relative shear stress intensity. The PDF is more skewed with larger relative intensities, but approaches a Gaussian function when the relative intensity is small. The computed PDF agrees well with the reported experimental data for flows over a smooth boundary. The higher-order moments of the bed shear stress, skewness, and kurtosis, are shown analytically to be also dependent on the relative intensity. The theoretical dependencies are then compared to a number of measurements available in the literature. The Reynolds number effect on the relative intensity is also discussed.
    publisherAmerican Society of Civil Engineers
    titleFluctuations of Turbulent Bed Shear Stress
    typeJournal Paper
    journal volume129
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2003)129:1(126)
    treeJournal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 001
    contenttypeFulltext
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