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    Oblique-Wave Diffraction by Noncollinear Segmented Offshore Breakwaters

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 006
    Author:
    A. N. Williams
    ,
    J. H. Vazquez
    ,
    T. W. W. Crull
    DOI: 10.1061/(ASCE)0733-950X(1995)121:6(326)
    Publisher: American Society of Civil Engineers
    Abstract: A theoretical solution is presented for oblique-wave diffraction by a segmented offshore breakwater system consisting of an infinite array of equally spaced vertical barriers oriented at an arbitrary angle to the line joining their centers. The solution is obtained by a Green's function approach. The geometrical periodicity of the breakwater system reduces the problem to that of a singular integral equation for the potential difference across a single breakwater element. Zero-order reflection and transmission coefficients are defined in terms of the amplitudes of the asymptotic (propagating) diffracted waves traveling in the opposite direction to or the same direction as the incident waves, respectively. Numerical values of these coefficients are presented for a range of angles of wave incidence and breakwater orientation, for various breakwater geometric configurations. For certain parameter combinations, significant wave reflection can be achieved using this type of breakwater system.
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      Oblique-Wave Diffraction by Noncollinear Segmented Offshore Breakwaters

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/41120
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorA. N. Williams
    contributor authorJ. H. Vazquez
    contributor authorT. W. W. Crull
    date accessioned2017-05-08T21:09:55Z
    date available2017-05-08T21:09:55Z
    date copyrightNovember 1995
    date issued1995
    identifier other%28asce%290733-950x%281995%29121%3A6%28326%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41120
    description abstractA theoretical solution is presented for oblique-wave diffraction by a segmented offshore breakwater system consisting of an infinite array of equally spaced vertical barriers oriented at an arbitrary angle to the line joining their centers. The solution is obtained by a Green's function approach. The geometrical periodicity of the breakwater system reduces the problem to that of a singular integral equation for the potential difference across a single breakwater element. Zero-order reflection and transmission coefficients are defined in terms of the amplitudes of the asymptotic (propagating) diffracted waves traveling in the opposite direction to or the same direction as the incident waves, respectively. Numerical values of these coefficients are presented for a range of angles of wave incidence and breakwater orientation, for various breakwater geometric configurations. For certain parameter combinations, significant wave reflection can be achieved using this type of breakwater system.
    publisherAmerican Society of Civil Engineers
    titleOblique-Wave Diffraction by Noncollinear Segmented Offshore Breakwaters
    typeJournal Paper
    journal volume121
    journal issue6
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1995)121:6(326)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 006
    contenttypeFulltext
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