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contributor authorVladimir Nikora
contributor authorKatinka Koll
contributor authorIan McEwan
contributor authorStephen McLean
contributor authorAndreas Dittrich
date accessioned2017-05-08T20:44:41Z
date available2017-05-08T20:44:41Z
date copyrightOctober 2004
date issued2004
identifier other%28asce%290733-9429%282004%29130%3A10%281036%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25636
description abstractSeveral models for the vertical distribution of the double-averaged (in time and in the plane parallel to the mean bed) longitudinal velocity in the flow region between roughness troughs and roughness tops are suggested. We found that the same model for velocity distribution may be applicable to a range of flow conditions and roughness types, which share some common features. The suggested models for velocity distribution in the near-bed region are: (1) Constant velocity; (2) exponential velocity distribution; and (3) linear velocity distribution. The measured velocity distributions may be approximated by a single model or by a combination of models depending on roughness geometry and flow conditions. The validity of these models for velocity distribution is supported by laboratory data.
publisherAmerican Society of Civil Engineers
titleVelocity Distribution in the Roughness Layer of Rough-Bed Flows
typeJournal Paper
journal volume130
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2004)130:10(1036)
treeJournal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 010
contenttypeFulltext


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