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contributor authorChao‐Lin Chiu
date accessioned2017-05-08T20:41:08Z
date available2017-05-08T20:41:08Z
date copyrightMay 1991
date issued1991
identifier other%28asce%290733-9429%281991%29117%3A5%28615%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23467
description abstractThe use of the variational principle to maximize the entropy is illustrated for possible applications in open‐channel flow study. The illustrations include those in: (1) Modeling of velocity distribution by probabilistic formulation and entropy maximization; (2) relating the entropy to the parameters of velocity distribution models; (3) relating the entropy to the energy and momentum coefficients; (4) relating the mean velocity given by the Manning's equation to the velocity distribution and the entropy; and (5) relating the entropy to the locations of the mean and maximum velocities in a channel cross section. The “entropy parameter”
publisherAmerican Society of Civil Engineers
titleApplication of Entropy Concept in Open‐Channel Flow Study
typeJournal Paper
journal volume117
journal issue5
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1991)117:5(615)
treeJournal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 005
contenttypeFulltext


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