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    Distribution of Suspended Sediment over Wave‐Generated Ripples

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 001
    Author:
    Erik Asp Hansen
    ,
    Jørgen Fredsøe
    ,
    Rolf Deigaard
    DOI: 10.1061/(ASCE)0733-950X(1994)120:1(37)
    Publisher: American Society of Civil Engineers
    Abstract: Oscillatory flow over wave ripples is described by use of a discrete vortex model using the “cloud in cell” concept. The distribution of suspended sediment over the ripple bed is simulated by a Lagrangian model, following the track of individual sediment particles. A boundary‐layer model is used to determine the strength and the motion of the vortices very close to the ripple surface. The development of the boundary layer is described by the integrated momentum equation, assuming the boundary layer to be turbulent with a logarithmic velocity profile. In the boundary layer, turbulent diffusion is used to describe the distribution of suspended sediment. Outside the boundary layer along the ripple surface, advection with the velocity field resolved by the discrete vortex model determines the suspended‐sediment distribution. The simulated sediment concentrations are compared to measurements from the literature. The agreement between the time‐averaged simulated concentration profiles and the measurements from an oscillating water tunnel is satisfactory.
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      Distribution of Suspended Sediment over Wave‐Generated Ripples

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41034
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorErik Asp Hansen
    contributor authorJørgen Fredsøe
    contributor authorRolf Deigaard
    date accessioned2017-05-08T21:09:45Z
    date available2017-05-08T21:09:45Z
    date copyrightJanuary 1994
    date issued1994
    identifier other%28asce%290733-950x%281994%29120%3A1%2837%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41034
    description abstractOscillatory flow over wave ripples is described by use of a discrete vortex model using the “cloud in cell” concept. The distribution of suspended sediment over the ripple bed is simulated by a Lagrangian model, following the track of individual sediment particles. A boundary‐layer model is used to determine the strength and the motion of the vortices very close to the ripple surface. The development of the boundary layer is described by the integrated momentum equation, assuming the boundary layer to be turbulent with a logarithmic velocity profile. In the boundary layer, turbulent diffusion is used to describe the distribution of suspended sediment. Outside the boundary layer along the ripple surface, advection with the velocity field resolved by the discrete vortex model determines the suspended‐sediment distribution. The simulated sediment concentrations are compared to measurements from the literature. The agreement between the time‐averaged simulated concentration profiles and the measurements from an oscillating water tunnel is satisfactory.
    publisherAmerican Society of Civil Engineers
    titleDistribution of Suspended Sediment over Wave‐Generated Ripples
    typeJournal Paper
    journal volume120
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1994)120:1(37)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 001
    contenttypeFulltext
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