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    Distribution of Extreme Waves Behind a Shoal

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1999:;Volume ( 125 ):;issue: 001
    Author:
    Charles L. Vincent
    ,
    Michael J. Briggs
    DOI: 10.1061/(ASCE)0733-950X(1999)125:1(54)
    Publisher: American Society of Civil Engineers
    Abstract: In 1989 Vincent and Briggs found that irregular waves with directional spread typical of natural wave systems were not as strongly focused behind a shoal as would be predicted from use of monochromatic waves. These conclusions were based on an analysis of significant wave height alone. Reexamination of the data in terms of
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      Distribution of Extreme Waves Behind a Shoal

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    http://yetl.yabesh.ir/yetl1/handle/yetl/76399
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorCharles L. Vincent
    contributor authorMichael J. Briggs
    date accessioned2017-05-08T22:17:26Z
    date available2017-05-08T22:17:26Z
    date copyrightJanuary 1999
    date issued1999
    identifier other40116217.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/76399
    description abstractIn 1989 Vincent and Briggs found that irregular waves with directional spread typical of natural wave systems were not as strongly focused behind a shoal as would be predicted from use of monochromatic waves. These conclusions were based on an analysis of significant wave height alone. Reexamination of the data in terms of
    publisherAmerican Society of Civil Engineers
    titleDistribution of Extreme Waves Behind a Shoal
    typeJournal Paper
    journal volume125
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1999)125:1(54)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1999:;Volume ( 125 ):;issue: 001
    contenttypeFulltext
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