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    Turbulent Viscosity in Rough Oscillatory Flow

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 003
    Author:
    Trond Aukrust
    ,
    Iver Brevik
    DOI: 10.1061/(ASCE)0733-950X(1985)111:3(525)
    Publisher: American Society of Civil Engineers
    Abstract: In an earlier paper, a three‐layer model of an oscillatory rough turbulent layer was simplified to a two‐layer model. The model consisted of an overlap layer in which the turbulent viscosity varied linearly with height, and an outer layer in which the viscosity was constant. This paper improves the theory from the earlier paper: Turbulent viscosity is allowed to decrease linearly above the overlap layer until a certain height is reached, after which the viscosity is held constant. The viscosity everywhere is assumed time independent. The theory is compared with observations by other researchers. The agreement between theory and experiment is reasonably good. Also, a theoretical derivation of the wave friction factor is given, which for the larger excursion amplitudes agrees well with a previously established semi‐empirical friction factor formula.
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      Turbulent Viscosity in Rough Oscillatory Flow

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    https://yetl.yabesh.ir/yetl1/handle/yetl/40451
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorTrond Aukrust
    contributor authorIver Brevik
    date accessioned2017-05-08T21:08:53Z
    date available2017-05-08T21:08:53Z
    date copyrightMay 1985
    date issued1985
    identifier other%28asce%290733-950x%281985%29111%3A3%28525%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40451
    description abstractIn an earlier paper, a three‐layer model of an oscillatory rough turbulent layer was simplified to a two‐layer model. The model consisted of an overlap layer in which the turbulent viscosity varied linearly with height, and an outer layer in which the viscosity was constant. This paper improves the theory from the earlier paper: Turbulent viscosity is allowed to decrease linearly above the overlap layer until a certain height is reached, after which the viscosity is held constant. The viscosity everywhere is assumed time independent. The theory is compared with observations by other researchers. The agreement between theory and experiment is reasonably good. Also, a theoretical derivation of the wave friction factor is given, which for the larger excursion amplitudes agrees well with a previously established semi‐empirical friction factor formula.
    publisherAmerican Society of Civil Engineers
    titleTurbulent Viscosity in Rough Oscillatory Flow
    typeJournal Paper
    journal volume111
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1985)111:3(525)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 003
    contenttypeFulltext
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