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    Wave Transmission by Suspended Pipe Breakwater

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 006
    Author:
    J. S. Mani
    ,
    S. Jayakumar
    DOI: 10.1061/(ASCE)0733-950X(1995)121:6(335)
    Publisher: American Society of Civil Engineers
    Abstract: A suspended pipe breakwater was designed specifically for fishery/pleasure-craft harbors where moderate wave agitations in the harbor basin are admissible. The present breakwater consists of a row of closely spaced pipes mounted onto a frame and suspended between the support piles spaced far apart. Experimental studies conducted to determine the wave transmission characteristics indicate that by suspending a row of closely spaced pipes (with a gap to diameter ratio of 0.22 and draft to water depth ratio of 0.46), a 50% reduction in incident-wave height can be achieved. The cost and performance of conventionally adopted pile breakwater (involving a row of closely spaced piles driven on the seabed) were compared with the present system. The comparison revealed that the present system can reduce the investment cost by about 40% and can attenuate waves with the same efficiency as that of a row of closely spaced piles.
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      Wave Transmission by Suspended Pipe Breakwater

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41121
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorJ. S. Mani
    contributor authorS. Jayakumar
    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%28335%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41121
    description abstractA suspended pipe breakwater was designed specifically for fishery/pleasure-craft harbors where moderate wave agitations in the harbor basin are admissible. The present breakwater consists of a row of closely spaced pipes mounted onto a frame and suspended between the support piles spaced far apart. Experimental studies conducted to determine the wave transmission characteristics indicate that by suspending a row of closely spaced pipes (with a gap to diameter ratio of 0.22 and draft to water depth ratio of 0.46), a 50% reduction in incident-wave height can be achieved. The cost and performance of conventionally adopted pile breakwater (involving a row of closely spaced piles driven on the seabed) were compared with the present system. The comparison revealed that the present system can reduce the investment cost by about 40% and can attenuate waves with the same efficiency as that of a row of closely spaced piles.
    publisherAmerican Society of Civil Engineers
    titleWave Transmission by Suspended Pipe Breakwater
    typeJournal Paper
    journal volume121
    journal issue6
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1995)121:6(335)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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