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contributor authorD. E. Barbé
contributor authorJ. F. Cruise
contributor authorV. P. Singh
date accessioned2017-05-08T20:41:01Z
date available2017-05-08T20:41:01Z
date copyrightOctober 1991
date issued1991
identifier other%28asce%290733-9429%281991%29117%3A10%281389%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23402
description abstractA two‐dimensional velocity profile based upon the principle of maximum entropy (POME) for wide open channel flows is presented. The derivation is based on the conservation of mass and momentum. The resulting profile involves three parameters that are determined from observations of mean velocity and the velocity at the water surface. The velocity profile is verified using field data in a river with a live bed. A comparison with three existing methods shows that the profile presented is the most accurate of the three, especially near the bed.
publisherAmerican Society of Civil Engineers
titleSolution of Three‐Constraint Entropy‐Based Velocity Distribution
typeJournal Paper
journal volume117
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1991)117:10(1389)
treeJournal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 010
contenttypeFulltext


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