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contributor authorChao‐Lin Chiu
date accessioned2017-05-08T20:40:16Z
date available2017-05-08T20:40:16Z
date copyrightJuly 1988
date issued1988
identifier other%28asce%290733-9429%281988%29114%3A7%28738%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23014
description abstractEquations based on the entropy concept have been derived for describing the two‐dimensional velocity distribution in an openchannel cross section. The velocity equation derived is capable of describing the variation of velocity in both the vertical and transverse directions, with the maximum velocity occurring on or below the water surface. Equations for determining the location of mean velocity have also been derived along with those, such as the entropy function, that can be used as measures of the homogeneity of velocity distribution in a channel cross section. A dimensionless parameter of the entropy function named the
publisherAmerican Society of Civil Engineers
titleEntropy and 2‐D Velocity Distribution in Open Channels
typeJournal Paper
journal volume114
journal issue7
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1988)114:7(738)
treeJournal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 007
contenttypeFulltext


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