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    Wave Reflection from Breakwater

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 005
    Author:
    W. S. Dickson
    ,
    T. H. C. Herbers
    ,
    E. B. Thornton
    DOI: 10.1061/(ASCE)0733-950X(1995)121:5(262)
    Publisher: American Society of Civil Engineers
    Abstract: A new method is presented for estimating the reflection of a random, multidirectional sea from a coastal structure. The technique is applicable to an array of wave gauges of arbitrary geometry deployed seaward of the reflector. An expansion for small oblique wave-incidence angles is used to derive an approximate relationship between measured array cross-spectra and a small number of parameters that describe the incident-wave properties and the reflectivity of the structure. Model tests with simulated array data demonstrate that the gross properties of incident and reflected waves can be accurately estimated for wave-incidence angles less than about 30°. The new method is applied to array data acquired offshore of a permeable, rubble-mound breakwater in Monterey Bay, California. The estimated reflection coefficients decrease approximately linearly with increasing frequency. Whereas the observed reflections depend only weakly on the incident-wave energy, the fraction of the incident-wave energy flux transmitted through the breakwater decreases with increasing wave energy, suggesting that dissipation is enhanced with large-amplitude waves.
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      Wave Reflection from Breakwater

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41110
    Collections
    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorW. S. Dickson
    contributor authorT. H. C. Herbers
    contributor authorE. B. Thornton
    date accessioned2017-05-08T21:09:54Z
    date available2017-05-08T21:09:54Z
    date copyrightSeptember 1995
    date issued1995
    identifier other%28asce%290733-950x%281995%29121%3A5%28262%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41110
    description abstractA new method is presented for estimating the reflection of a random, multidirectional sea from a coastal structure. The technique is applicable to an array of wave gauges of arbitrary geometry deployed seaward of the reflector. An expansion for small oblique wave-incidence angles is used to derive an approximate relationship between measured array cross-spectra and a small number of parameters that describe the incident-wave properties and the reflectivity of the structure. Model tests with simulated array data demonstrate that the gross properties of incident and reflected waves can be accurately estimated for wave-incidence angles less than about 30°. The new method is applied to array data acquired offshore of a permeable, rubble-mound breakwater in Monterey Bay, California. The estimated reflection coefficients decrease approximately linearly with increasing frequency. Whereas the observed reflections depend only weakly on the incident-wave energy, the fraction of the incident-wave energy flux transmitted through the breakwater decreases with increasing wave energy, suggesting that dissipation is enhanced with large-amplitude waves.
    publisherAmerican Society of Civil Engineers
    titleWave Reflection from Breakwater
    typeJournal Paper
    journal volume121
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1995)121:5(262)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 005
    contenttypeFulltext
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