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    Laminar and Turbulent Bottom Boundary Layer Induced by Nonlinear Water Waves

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 006
    Author:
    Sing-Kwan Lee
    ,
    Kwok Fai Cheung
    DOI: 10.1061/(ASCE)0733-9429(1999)125:6(631)
    Publisher: American Society of Civil Engineers
    Abstract: Results of a numerical study to investigate wave-induced boundary layer flows are reported. In this study, the writers consider a coupled viscous-inviscid approach, in which the fully nonlinear free surface boundary conditions are satisfied in the inviscid flow calculation, while the viscous flow near the seabed is solved via the Reynolds-averaged Navier-Stokes equations, instead of the thin boundary layer equation. To simulate the turbulent flow, a two-layer
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      Laminar and Turbulent Bottom Boundary Layer Induced by Nonlinear Water Waves

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    http://yetl.yabesh.ir/yetl1/handle/yetl/24855
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    contributor authorSing-Kwan Lee
    contributor authorKwok Fai Cheung
    date accessioned2017-05-08T20:43:32Z
    date available2017-05-08T20:43:32Z
    date copyrightJune 1999
    date issued1999
    identifier other%28asce%290733-9429%281999%29125%3A6%28631%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24855
    description abstractResults of a numerical study to investigate wave-induced boundary layer flows are reported. In this study, the writers consider a coupled viscous-inviscid approach, in which the fully nonlinear free surface boundary conditions are satisfied in the inviscid flow calculation, while the viscous flow near the seabed is solved via the Reynolds-averaged Navier-Stokes equations, instead of the thin boundary layer equation. To simulate the turbulent flow, a two-layer
    publisherAmerican Society of Civil Engineers
    titleLaminar and Turbulent Bottom Boundary Layer Induced by Nonlinear Water Waves
    typeJournal Paper
    journal volume125
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1999)125:6(631)
    treeJournal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 006
    contenttypeFulltext
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