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    Bed-Shear Stress in Turbulent Wave-Current Boundary Layers

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 002
    Author:
    Gonzalo Simarro
    ,
    Alejandro Orfila
    ,
    Philip L.-F. Liu
    DOI: 10.1061/(ASCE)0733-9429(2008)134:2(225)
    Publisher: American Society of Civil Engineers
    Abstract: An approach for calculating turbulent flows in a wave-current boundary layer over a slowly varying bed is presented. Waves are periodic in time with several harmonics. In this paper, we adopt a time invariant eddy viscosity model, in which the eddy viscosity is linearly proportional to the distance from the bed. The boundary-layer flow field is solved analytically in terms of Fourier components. The approach allows fast computations and can be easily included in a phase resolving wave propagation model. As a part of the results, bottom shear stress and the spatial variation of the boundary layer thickness are also obtained. Present results compare well with experimental data and can explain the asymmetries in the bottom shear stress under sawtooth shaped waves.
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      Bed-Shear Stress in Turbulent Wave-Current Boundary Layers

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    contributor authorGonzalo Simarro
    contributor authorAlejandro Orfila
    contributor authorPhilip L.-F. Liu
    date accessioned2017-05-08T20:46:00Z
    date available2017-05-08T20:46:00Z
    date copyrightFebruary 2008
    date issued2008
    identifier other%28asce%290733-9429%282008%29134%3A2%28225%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26445
    description abstractAn approach for calculating turbulent flows in a wave-current boundary layer over a slowly varying bed is presented. Waves are periodic in time with several harmonics. In this paper, we adopt a time invariant eddy viscosity model, in which the eddy viscosity is linearly proportional to the distance from the bed. The boundary-layer flow field is solved analytically in terms of Fourier components. The approach allows fast computations and can be easily included in a phase resolving wave propagation model. As a part of the results, bottom shear stress and the spatial variation of the boundary layer thickness are also obtained. Present results compare well with experimental data and can explain the asymmetries in the bottom shear stress under sawtooth shaped waves.
    publisherAmerican Society of Civil Engineers
    titleBed-Shear Stress in Turbulent Wave-Current Boundary Layers
    typeJournal Paper
    journal volume134
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2008)134:2(225)
    treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 002
    contenttypeFulltext
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