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contributor authorChao‐Lin Chin
contributor authorDavid W. Murray
date accessioned2017-05-08T20:41:34Z
date available2017-05-08T20:41:34Z
date copyrightJuly 1992
date issued1992
identifier other%28asce%290733-9429%281992%29118%3A7%28989%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23697
description abstractA number of techniques have been developed to compute the velocity distribution and, hence, the momentum and energy coefficients along a nonuniform open‐channel flow. Analysis of velocity distribution in the probability domain has made it possible to determine the cross‐sectional mean velocity and the momentum and energy coefficients without having to deal with the geometrical shape of cross sections, which tend to be extremely complex in natural channels. In the probability space, the area mean values can be obtained as the mathematical expectations that can be determined from the probability density function of velocity derived by entropy maximization. The capability of a velocity distribution, derived from the probability and entropy concepts, to describe various possible patterns of velocity distribution along a nonuniform flow has been demonstrated. Simple graphical methods to estimate a model parameter have also been developed for practical applications in study of transport processes in open channels, natural or man‐made, that are related to the velocity distribution.
publisherAmerican Society of Civil Engineers
titleVariation of Velocity Distribution along Nonuniform Open‐Channel Flow
typeJournal Paper
journal volume118
journal issue7
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1992)118:7(989)
treeJournal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 007
contenttypeFulltext


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