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    Wave-Induced Mean Magnitudes in Permeable Submerged Breakwaters

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 001
    Author:
    Fernando J. Méndez
    ,
    Inigo J. Losada
    ,
    Miguel A. Losada
    DOI: 10.1061/(ASCE)0733-950X(2001)127:1(7)
    Publisher: American Society of Civil Engineers
    Abstract: The influence of wave reflection and energy dissipation by breaking and by porous flow induced by a permeable submerged structure on second-order mean quantities such as mass flux, energy flux, radiation stress, and mean water level is analyzed. For this purpose, analytical expressions for those mean quantities in terms of the shape functions are obtained. The dependence of those quantities on the incident wave characteristics, structure geometry, and permeable material characteristics is modeled, extending the writers' previous work including wave breaking. Two models for regular waves are presented: a 2D model to be applied to submerged trapezoidal breakwaters and a 3D model for submerged permeable rectangular breakwaters. Both models are able to reproduce experimental wave height transformation as well as mean water level variations along the wave flume with reasonable accuracy. Results give useful information for engineering applications of wave height evolution and set-up and set-down evolution in the vicinity of the submerged permeable structure.
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      Wave-Induced Mean Magnitudes in Permeable Submerged Breakwaters

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41379
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorFernando J. Méndez
    contributor authorInigo J. Losada
    contributor authorMiguel A. Losada
    date accessioned2017-05-08T21:10:19Z
    date available2017-05-08T21:10:19Z
    date copyrightFebruary 2001
    date issued2001
    identifier other%28asce%290733-950x%282001%29127%3A1%287%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41379
    description abstractThe influence of wave reflection and energy dissipation by breaking and by porous flow induced by a permeable submerged structure on second-order mean quantities such as mass flux, energy flux, radiation stress, and mean water level is analyzed. For this purpose, analytical expressions for those mean quantities in terms of the shape functions are obtained. The dependence of those quantities on the incident wave characteristics, structure geometry, and permeable material characteristics is modeled, extending the writers' previous work including wave breaking. Two models for regular waves are presented: a 2D model to be applied to submerged trapezoidal breakwaters and a 3D model for submerged permeable rectangular breakwaters. Both models are able to reproduce experimental wave height transformation as well as mean water level variations along the wave flume with reasonable accuracy. Results give useful information for engineering applications of wave height evolution and set-up and set-down evolution in the vicinity of the submerged permeable structure.
    publisherAmerican Society of Civil Engineers
    titleWave-Induced Mean Magnitudes in Permeable Submerged Breakwaters
    typeJournal Paper
    journal volume127
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2001)127:1(7)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 001
    contenttypeFulltext
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