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    Characteristics of Solitary Wave Breaking Induced by Breakwaters

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 001
    Author:
    Stéphan T. Grilli
    ,
    Miguel A. Losada
    ,
    Francisco Martin
    DOI: 10.1061/(ASCE)0733-950X(1994)120:1(74)
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory experiments are presented for the breaking of solitary waves over breakwaters. A variety of behaviors is observed, depending on both breakwater and incident wave height: for emerged breakwaters, waves may collapse over the crown, or break backward during rundown; and for submerged breakwaters, waves may break forward or backward, downstream of the breakwater. The limit of overtopping and wave transmission and reflection coefficients are experimentally determined. It is seen that transmission is large over submerged breakwaters (55–90%), and may also reach 20–40% over emerged breakwaters. Computations using a fully nonlinear potential model agree well with experimental results for the submerged breakwaters, particularly for the smaller waves
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      Characteristics of Solitary Wave Breaking Induced by Breakwaters

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41036
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorStéphan T. Grilli
    contributor authorMiguel A. Losada
    contributor authorFrancisco Martin
    date accessioned2017-05-08T21:09:46Z
    date available2017-05-08T21:09:46Z
    date copyrightJanuary 1994
    date issued1994
    identifier other%28asce%290733-950x%281994%29120%3A1%2874%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41036
    description abstractLaboratory experiments are presented for the breaking of solitary waves over breakwaters. A variety of behaviors is observed, depending on both breakwater and incident wave height: for emerged breakwaters, waves may collapse over the crown, or break backward during rundown; and for submerged breakwaters, waves may break forward or backward, downstream of the breakwater. The limit of overtopping and wave transmission and reflection coefficients are experimentally determined. It is seen that transmission is large over submerged breakwaters (55–90%), and may also reach 20–40% over emerged breakwaters. Computations using a fully nonlinear potential model agree well with experimental results for the submerged breakwaters, particularly for the smaller waves
    publisherAmerican Society of Civil Engineers
    titleCharacteristics of Solitary Wave Breaking Induced by Breakwaters
    typeJournal Paper
    journal volume120
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1994)120:1(74)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 001
    contenttypeFulltext
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