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    Outer Scaling for Open Channel Flow over a Gravel Bed

    Source: Journal of Engineering Mechanics:;2011:;Volume ( 137 ):;issue: 001
    Author:
    Brian J. Belcher
    ,
    James F. Fox
    DOI: 10.1061/(ASCE)EM.1943-7889.0000200
    Publisher: American Society of Civil Engineers
    Abstract: Similarity analysis is performed for hydraulically rough open channel flow over a gravel bed to provide mixed outer scaling of the mean-velocity profile. The analysis is based on equilibrium turbulent boundary-layer theory derived using the asymptotic invariance principle. Outer scaling based on the similarity theory is validated with velocity measurements from the laboratory and field, having a Reynolds number range that includes
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      Outer Scaling for Open Channel Flow over a Gravel Bed

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    contributor authorBrian J. Belcher
    contributor authorJames F. Fox
    date accessioned2017-05-08T21:43:25Z
    date available2017-05-08T21:43:25Z
    date copyrightJanuary 2011
    date issued2011
    identifier other%28asce%29em%2E1943-7889%2E0000210.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60658
    description abstractSimilarity analysis is performed for hydraulically rough open channel flow over a gravel bed to provide mixed outer scaling of the mean-velocity profile. The analysis is based on equilibrium turbulent boundary-layer theory derived using the asymptotic invariance principle. Outer scaling based on the similarity theory is validated with velocity measurements from the laboratory and field, having a Reynolds number range that includes
    publisherAmerican Society of Civil Engineers
    titleOuter Scaling for Open Channel Flow over a Gravel Bed
    typeJournal Paper
    journal volume137
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000200
    treeJournal of Engineering Mechanics:;2011:;Volume ( 137 ):;issue: 001
    contenttypeFulltext
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