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    Wall Similarity in Turbulent Open-Channel Flow

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 007
    Author:
    Fabián López
    ,
    Marcelo H. García
    DOI: 10.1061/(ASCE)0733-9399(1999)125:7(789)
    Publisher: American Society of Civil Engineers
    Abstract: The 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.
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      Wall Similarity in Turbulent Open-Channel Flow

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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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