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    Multiple-Pit Breakwaters

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1996:;Volume ( 122 ):;issue: 001
    Author:
    William G. McDougal
    ,
    A. Neil Williams
    ,
    Keizo Furukawa
    DOI: 10.1061/(ASCE)0733-950X(1996)122:1(27)
    Publisher: American Society of Civil Engineers
    Abstract: Linearized shallow-water wave theory is used to investigate the interaction of surface waves with multiple rectangular submarine pits in water of otherwise uniform depth. The solution is obtained by a boundary element technique using a two-dimensional Green's function. It is shown that appropriate selection of pit dimensions and placement may lead to a significant reduction in wave heights behind these structures. Numerical results have been presented that illustrate the influence of the various pit characteristics on the diffracted wave field. Two pits can provide a shadow region in which wave heights are reduced to 10–20% of the incident wave height. The shadow region, with wave heights reduced to 30% of the incident wave height, is approximately the width of the pits and five wavelengths long. Guidance is given on how to select pit geometries and placement for optimal breakwater performance. An example is also presented that shows how to select a pit to reduce wave heights in a navigation channel.
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      Multiple-Pit Breakwaters

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41123
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorWilliam G. McDougal
    contributor authorA. Neil Williams
    contributor authorKeizo Furukawa
    date accessioned2017-05-08T21:09:55Z
    date available2017-05-08T21:09:55Z
    date copyrightJanuary 1996
    date issued1996
    identifier other%28asce%290733-950x%281996%29122%3A1%2827%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41123
    description abstractLinearized shallow-water wave theory is used to investigate the interaction of surface waves with multiple rectangular submarine pits in water of otherwise uniform depth. The solution is obtained by a boundary element technique using a two-dimensional Green's function. It is shown that appropriate selection of pit dimensions and placement may lead to a significant reduction in wave heights behind these structures. Numerical results have been presented that illustrate the influence of the various pit characteristics on the diffracted wave field. Two pits can provide a shadow region in which wave heights are reduced to 10–20% of the incident wave height. The shadow region, with wave heights reduced to 30% of the incident wave height, is approximately the width of the pits and five wavelengths long. Guidance is given on how to select pit geometries and placement for optimal breakwater performance. An example is also presented that shows how to select a pit to reduce wave heights in a navigation channel.
    publisherAmerican Society of Civil Engineers
    titleMultiple-Pit Breakwaters
    typeJournal Paper
    journal volume122
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1996)122:1(27)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1996:;Volume ( 122 ):;issue: 001
    contenttypeFulltext
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