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    Velocity Distribution in the Roughness Layer of Rough-Bed Flows

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 010
    Author:
    Vladimir Nikora
    ,
    Katinka Koll
    ,
    Ian McEwan
    ,
    Stephen McLean
    ,
    Andreas Dittrich
    DOI: 10.1061/(ASCE)0733-9429(2004)130:10(1036)
    Publisher: American Society of Civil Engineers
    Abstract: Several 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.
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      Velocity Distribution in the Roughness Layer of Rough-Bed Flows

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25636
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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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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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