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    Wave Forces on Wall

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1991:;Volume ( 117 ):;issue: 001
    Author:
    Fred E. Camfield
    DOI: 10.1061/(ASCE)0733-950X(1991)117:1(76)
    Publisher: American Society of Civil Engineers
    Abstract: Revised criteria is presented for wave shoaling after breaking on a plane beach and for resulting wave forces on a wall landward of the still-water line. Existing criteria is based on the assumption that the wave height above still water will remain constant between the point of wave breaking and the shoreline. A review of experiments carried out by several different researchers shows a marked reduction in wave height following breaking; and the assumption used in existing criteria will overestimate wave heights by a factor of four and wave forces by a factor of 16. New criteria is presented that more accurately predicts the height of a broken wave. Revised equations are given for calculating resulting wave forces.
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      Wave Forces on Wall

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40851
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    contributor authorFred E. Camfield
    date accessioned2017-05-08T21:09:29Z
    date available2017-05-08T21:09:29Z
    date copyrightJanuary 1991
    date issued1991
    identifier other%28asce%290733-950x%281991%29117%3A1%2876%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40851
    description abstractRevised criteria is presented for wave shoaling after breaking on a plane beach and for resulting wave forces on a wall landward of the still-water line. Existing criteria is based on the assumption that the wave height above still water will remain constant between the point of wave breaking and the shoreline. A review of experiments carried out by several different researchers shows a marked reduction in wave height following breaking; and the assumption used in existing criteria will overestimate wave heights by a factor of four and wave forces by a factor of 16. New criteria is presented that more accurately predicts the height of a broken wave. Revised equations are given for calculating resulting wave forces.
    publisherAmerican Society of Civil Engineers
    titleWave Forces on Wall
    typeJournal Paper
    journal volume117
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1991)117:1(76)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1991:;Volume ( 117 ):;issue: 001
    contenttypeFulltext
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