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    Numerical Calculation of Turbulence Structure in Depth-Varying Unsteady Open-Channel Flows

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 007
    Author:
    Iehisa Nezu
    ,
    Michio Sanjou
    DOI: 10.1061/(ASCE)0733-9429(2006)132:7(681)
    Publisher: American Society of Civil Engineers
    Abstract: Unsteady depth-varying open-channel flows are really observed in flood rivers. Owing to highly accurate laser Doppler anemometers (LDA), some valuable experimental databases of depth-varying unsteady open-channel flows are now available. However, these LDA measurements are more difficult to conduct in open-channel flows at higher unsteadiness, in comparison with unsteady wall-bounded flows such as oscillatory boundary layers and duct flows. Therefore, in this study, a low-Reynolds-number
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      Numerical Calculation of Turbulence Structure in Depth-Varying Unsteady Open-Channel Flows

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    contributor authorIehisa Nezu
    contributor authorMichio Sanjou
    date accessioned2017-05-08T20:45:31Z
    date available2017-05-08T20:45:31Z
    date copyrightJuly 2006
    date issued2006
    identifier other%28asce%290733-9429%282006%29132%3A7%28681%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26137
    description abstractUnsteady depth-varying open-channel flows are really observed in flood rivers. Owing to highly accurate laser Doppler anemometers (LDA), some valuable experimental databases of depth-varying unsteady open-channel flows are now available. However, these LDA measurements are more difficult to conduct in open-channel flows at higher unsteadiness, in comparison with unsteady wall-bounded flows such as oscillatory boundary layers and duct flows. Therefore, in this study, a low-Reynolds-number
    publisherAmerican Society of Civil Engineers
    titleNumerical Calculation of Turbulence Structure in Depth-Varying Unsteady Open-Channel Flows
    typeJournal Paper
    journal volume132
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2006)132:7(681)
    treeJournal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 007
    contenttypeFulltext
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