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contributor authorFabián López
contributor authorMarcelo H. García
date accessioned2017-05-08T22:38:59Z
date available2017-05-08T22:38:59Z
date copyrightJuly 1999
date issued1999
identifier other%28asce%290733-9399%281999%29125%3A7%28789%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85030
description abstractThe present work demonstrates that the assumption of wall similarity in the equilibrium region of open channels leads to the definition of a constant, universal value for the normalized vertical flux of turbulent kinetic energy irrespective of wall roughness. Moreover, by additionally assuming a gradient-flux model for the turbulent kinetic energy, its bed-normal distribution is easily estimated by an expression with parameters that rely on a physical basis. Turbulence measurements performed in smooth-, transitionally rough-, and fully rough-bed (sandgrain) open channels confirm this hypothesis, providing at the same time an alternative way of determining the lower and upper limits of the intermediate region. Finally, based upon wall-similarity assumptions, a new methodology is proposed for estimating mean bed-shear velocities (stresses) in free-surface flows at high local and global Reynolds numbers, irrespective of roughness condition at the bed.
publisherAmerican Society of Civil Engineers
titleWall Similarity in Turbulent Open-Channel Flow
typeJournal Paper
journal volume125
journal issue7
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1999)125:7(789)
treeJournal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 007
contenttypeFulltext


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