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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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