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    Solitary Wave Diffraction around Large Cylinder

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1983:;Volume ( 109 ):;issue: 001
    Author:
    Michael de St. Q. Isaacson
    DOI: 10.1061/(ASCE)0733-950X(1983)109:1(121)
    Publisher: American Society of Civil Engineers
    Abstract: The diffraction of a solitary wave around a vertical surface-piercing circular cylinder is described to a first approximation, and the resulting forces on the cylinder are calculated. This represents a limiting case of a cnoidal wave diffraction solution given previously, and in order to treat this limit the incident wave is represented in terms of a Fourier integral rather than a Fourier series. The maximum force coefficient and the dimensionless runup depend on a single parameter which replaces the usual diffraction parameter. A criterion for diffraction to be significant for shallow water waves is established and depends upon both the diffraction parameter as well as the additional parmater used here.
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      Solitary Wave Diffraction around Large Cylinder

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    https://yetl.yabesh.ir/yetl1/handle/yetl/40283
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorMichael de St. Q. Isaacson
    date accessioned2017-05-08T21:08:33Z
    date available2017-05-08T21:08:33Z
    date copyrightFebruary 1983
    date issued1983
    identifier other%28asce%290733-950x%281983%29109%3A1%28121%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40283
    description abstractThe diffraction of a solitary wave around a vertical surface-piercing circular cylinder is described to a first approximation, and the resulting forces on the cylinder are calculated. This represents a limiting case of a cnoidal wave diffraction solution given previously, and in order to treat this limit the incident wave is represented in terms of a Fourier integral rather than a Fourier series. The maximum force coefficient and the dimensionless runup depend on a single parameter which replaces the usual diffraction parameter. A criterion for diffraction to be significant for shallow water waves is established and depends upon both the diffraction parameter as well as the additional parmater used here.
    publisherAmerican Society of Civil Engineers
    titleSolitary Wave Diffraction around Large Cylinder
    typeJournal Paper
    journal volume109
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1983)109:1(121)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1983:;Volume ( 109 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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