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    Longshore Transmission of Reflected Waves

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 005
    Author:
    Fred E. Camfield
    ,
    Michael J. Briggs
    DOI: 10.1061/(ASCE)0733-950X(1993)119:5(575)
    Publisher: American Society of Civil Engineers
    Abstract: A method is presented for determining the longshore travel distance of wave energy reflected from a coastal structure. These reflected waves may become trapped by refraction, causing reflected wave energy to impact the coastline some distance from the structure. The reflected waves may have a localized effect on coastal processes by adding wave energy to the incident waves along a reach of the coastline, and cause localized erosion as the shoreline adjusts its orientation to reach equilibrium with the reflected waves. The method incorporates consideration of the wave period, and gives results for directional spreading due to wave frequency. A plane bottom slope is assumed. The theoretical development is described and an example is given to illustrate the method. The method presented provides a quick, first‐order solution that is an improvement on earlier methodology.
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      Longshore Transmission of Reflected Waves

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/77259
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorFred E. Camfield
    contributor authorMichael J. Briggs
    date accessioned2017-05-08T22:18:51Z
    date available2017-05-08T22:18:51Z
    date copyrightSeptember 1993
    date issued1993
    identifier other40481353.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/77259
    description abstractA method is presented for determining the longshore travel distance of wave energy reflected from a coastal structure. These reflected waves may become trapped by refraction, causing reflected wave energy to impact the coastline some distance from the structure. The reflected waves may have a localized effect on coastal processes by adding wave energy to the incident waves along a reach of the coastline, and cause localized erosion as the shoreline adjusts its orientation to reach equilibrium with the reflected waves. The method incorporates consideration of the wave period, and gives results for directional spreading due to wave frequency. A plane bottom slope is assumed. The theoretical development is described and an example is given to illustrate the method. The method presented provides a quick, first‐order solution that is an improvement on earlier methodology.
    publisherAmerican Society of Civil Engineers
    titleLongshore Transmission of Reflected Waves
    typeJournal Paper
    journal volume119
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1993)119:5(575)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 005
    contenttypeFulltext
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