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    Interaction of Periodic Waves with Inclined Portable Barrier

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 006
    Author:
    Seyed Mehdi Sobhani
    ,
    Jiin‐Jen Lee
    ,
    L. Carter Wellford, Jr.
    DOI: 10.1061/(ASCE)0733-950X(1988)114:6(745)
    Publisher: American Society of Civil Engineers
    Abstract: The two‐dimensional problem of the interaction of periodic incident waves with a hinged inclined barrier is investigated theoretically and numerically in this study. A combination of the finite element method and an eigenfunction expansion procedure is used to obtain numerical solutions to this problem. The transmission characteristics and the effectiveness of a partially floating, inclined breakwater are studied. The effects of variations in the wave period, angle of inclination of the barrier, and the bottom gap are investigated. It is shown that results obtained by the numerical method compare reasonably well with the experimental data and other theoretical solutions.
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      Interaction of Periodic Waves with Inclined Portable Barrier

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/40701
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorSeyed Mehdi Sobhani
    contributor authorJiin‐Jen Lee
    contributor authorL. Carter Wellford, Jr.
    date accessioned2017-05-08T21:09:13Z
    date available2017-05-08T21:09:13Z
    date copyrightNovember 1988
    date issued1988
    identifier other%28asce%290733-950x%281988%29114%3A6%28745%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40701
    description abstractThe two‐dimensional problem of the interaction of periodic incident waves with a hinged inclined barrier is investigated theoretically and numerically in this study. A combination of the finite element method and an eigenfunction expansion procedure is used to obtain numerical solutions to this problem. The transmission characteristics and the effectiveness of a partially floating, inclined breakwater are studied. The effects of variations in the wave period, angle of inclination of the barrier, and the bottom gap are investigated. It is shown that results obtained by the numerical method compare reasonably well with the experimental data and other theoretical solutions.
    publisherAmerican Society of Civil Engineers
    titleInteraction of Periodic Waves with Inclined Portable Barrier
    typeJournal Paper
    journal volume114
    journal issue6
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1988)114:6(745)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 006
    contenttypeFulltext
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