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contributor authorVijay P. Singh
contributor authorHao Luo
date accessioned2017-05-08T21:48:59Z
date available2017-05-08T21:48:59Z
date copyrightSeptember 2011
date issued2011
identifier other%28asce%29he%2E1943-5584%2E0000384.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63238
description abstractAssuming time-averaged velocity as a random variable, this study develops an entropy theory for deriving the one-dimensional distribution of velocity in open channels. The theory includes five parts: (1) Tsallis entropy; (2) the principle of maximum entropy (POME); (3) the specification of information on velocity for constraints; (4) the maximization of entropy; and (5) the probability distribution of velocity and its entropy. An application of the entropy theory is illustrated by deriving a one-dimensional velocity distribution in open channels in which the dimension is vertical or the flow depth. The derived distribution is tested with field and laboratory observations and is compared to Chiu’s velocity distribution derived from Shannon entropy. The agreement between velocity values are computed with the entropy-based distribution.
publisherAmerican Society of Civil Engineers
titleEntropy Theory for Distribution of One-Dimensional Velocity in Open Channels
typeJournal Paper
journal volume16
journal issue9
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0000363
treeJournal of Hydrologic Engineering:;2011:;Volume ( 016 ):;issue: 009
contenttypeFulltext


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