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    Viscous Damping of Cnoidal Waves Over Fluid‐Mud Seabed

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 004
    Author:
    Lin Jiang
    ,
    Wataru Kioka
    ,
    Akira Ishida
    DOI: 10.1061/(ASCE)0733-950X(1990)116:4(470)
    Publisher: American Society of Civil Engineers
    Abstract: The heights of water waves propagating over fluid‐mud bottom can be significantly reduced due to the viscous energy dissipation occurring in the mud bottom. In some cases, exceptionally high rates of attenuation are possible whereby waves are almost completely damped within several wavelengths. This phenomenon has been observed both in field investigation and in laboratory experimentation. In this paper, the viscous damping of cnoidal waves progressing over fluid‐mud seabeds is investigated, in which fluid mud is assumed to be a viscous fluid. The theoretical model adopted here is a two‐layer viscous fluid model modified with three boundary layers at the water‐mud interface and at the rigid bottom beneath mud layer. Viscosities of both water and fluid mud are taken into consideration. For a nonlinear shallow wave progressing over a viscous mud bed, the first‐order analytical solutions are derived for the velocity distributions in boundary layers and for the attenuation rate of wave heights with distance. The attenuation coefficients are larger than those predicted on the basis of linear shallow wave theory, and unlike the case of linear shallow waves, they are not independent of wave height. The viscous damping of solitary and sinusoidal waves, which are two extreme cases of cnoidal wave, are also discussed according to the present solution.
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      Viscous Damping of Cnoidal Waves Over Fluid‐Mud Seabed

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40817
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorLin Jiang
    contributor authorWataru Kioka
    contributor authorAkira Ishida
    date accessioned2017-05-08T21:09:27Z
    date available2017-05-08T21:09:27Z
    date copyrightJuly 1990
    date issued1990
    identifier other%28asce%290733-950x%281990%29116%3A4%28470%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40817
    description abstractThe heights of water waves propagating over fluid‐mud bottom can be significantly reduced due to the viscous energy dissipation occurring in the mud bottom. In some cases, exceptionally high rates of attenuation are possible whereby waves are almost completely damped within several wavelengths. This phenomenon has been observed both in field investigation and in laboratory experimentation. In this paper, the viscous damping of cnoidal waves progressing over fluid‐mud seabeds is investigated, in which fluid mud is assumed to be a viscous fluid. The theoretical model adopted here is a two‐layer viscous fluid model modified with three boundary layers at the water‐mud interface and at the rigid bottom beneath mud layer. Viscosities of both water and fluid mud are taken into consideration. For a nonlinear shallow wave progressing over a viscous mud bed, the first‐order analytical solutions are derived for the velocity distributions in boundary layers and for the attenuation rate of wave heights with distance. The attenuation coefficients are larger than those predicted on the basis of linear shallow wave theory, and unlike the case of linear shallow waves, they are not independent of wave height. The viscous damping of solitary and sinusoidal waves, which are two extreme cases of cnoidal wave, are also discussed according to the present solution.
    publisherAmerican Society of Civil Engineers
    titleViscous Damping of Cnoidal Waves Over Fluid‐Mud Seabed
    typeJournal Paper
    journal volume116
    journal issue4
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1990)116:4(470)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 004
    contenttypeFulltext
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