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    Wave Interaction with Semiporous Cylindrical Breakwater

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 004
    Author:
    M. K. M. Darwiche
    ,
    A. N. Williams
    ,
    K. ‐H. Wang
    DOI: 10.1061/(ASCE)0733-950X(1994)120:4(382)
    Publisher: American Society of Civil Engineers
    Abstract: The results of a theoretical investigation into the interaction of linear water waves with a cylindrical breakwater surrounding a rigid vertical circular cylinder are reported. The breakwater itself consists of a bottom‐mounted, surface‐piercing cylindrical structure that is porous in the vicinity of the free surface and becomes impermeable at some distance below the water surface. Under the assumptions of linearized potential flow, the coupled problem of flow in the interior and exterior fluid regions is solved by an eigenfunction‐expansion approach. Analytical expressions are obtained for the wave motion in both the interior and exterior flow regions. Numerical results are presented that illustrate the effects of the various wave and structural parameters on the hydrodynamic loads and interior and exterior wave fields. For certain parameter combinations, the semiporous, cylindrical breakwater may significantly reduce the wave field and the hydrodynamic forces experienced by the interior structure.
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      Wave Interaction with Semiporous Cylindrical Breakwater

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/74349
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorM. K. M. Darwiche
    contributor authorA. N. Williams
    contributor authorK. ‐H. Wang
    date accessioned2017-05-08T22:13:41Z
    date available2017-05-08T22:13:41Z
    date copyrightJuly 1994
    date issued1994
    identifier other39911730.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/74349
    description abstractThe results of a theoretical investigation into the interaction of linear water waves with a cylindrical breakwater surrounding a rigid vertical circular cylinder are reported. The breakwater itself consists of a bottom‐mounted, surface‐piercing cylindrical structure that is porous in the vicinity of the free surface and becomes impermeable at some distance below the water surface. Under the assumptions of linearized potential flow, the coupled problem of flow in the interior and exterior fluid regions is solved by an eigenfunction‐expansion approach. Analytical expressions are obtained for the wave motion in both the interior and exterior flow regions. Numerical results are presented that illustrate the effects of the various wave and structural parameters on the hydrodynamic loads and interior and exterior wave fields. For certain parameter combinations, the semiporous, cylindrical breakwater may significantly reduce the wave field and the hydrodynamic forces experienced by the interior structure.
    publisherAmerican Society of Civil Engineers
    titleWave Interaction with Semiporous Cylindrical Breakwater
    typeJournal Paper
    journal volume120
    journal issue4
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1994)120:4(382)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 004
    contenttypeFulltext
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