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    Hydrodynamic Characteristics of Seaside Perforated Semicircular Breakwaters due to Random Waves

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2008:;Volume ( 134 ):;issue: 004
    Author:
    Govindasamy Dhinakaran
    ,
    Vallam Sundar
    ,
    Renganathan Sundaravadivelu
    ,
    Kai Uwe Graw
    DOI: 10.1061/(ASCE)0733-950X(2008)134:4(237)
    Publisher: American Society of Civil Engineers
    Abstract: The semicircular breakwater (SBW) is a composite breakwater consisting of a semicircular caisson resting on a rubble mound. The SBW function as a barrier dissipates the incident wave energy and creates tranquility on its leeside. The dynamic pressures due to random waves exerted on seaside perforated SBWs with 7, 11, and 17% of its exposed surface area with perforations were measured. The measured pressures are compared with experimental results of SBW without perforations. In addition, the forces exerted on the caisson alone are measured. The reflection coefficient, runup characteristics, measured total forces, and dynamic pressures in a dimensionless form are presented as a function of relative water depth. The tests were conducted for surface piercing conditions. The effect of the water depth, perforations, and rubble mound height on the above stated variables are brought out, the details of which are reported in this technical note.
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      Hydrodynamic Characteristics of Seaside Perforated Semicircular Breakwaters due to Random Waves

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41740
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorGovindasamy Dhinakaran
    contributor authorVallam Sundar
    contributor authorRenganathan Sundaravadivelu
    contributor authorKai Uwe Graw
    date accessioned2017-05-08T21:10:50Z
    date available2017-05-08T21:10:50Z
    date copyrightJuly 2008
    date issued2008
    identifier other%28asce%290733-950x%282008%29134%3A4%28237%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41740
    description abstractThe semicircular breakwater (SBW) is a composite breakwater consisting of a semicircular caisson resting on a rubble mound. The SBW function as a barrier dissipates the incident wave energy and creates tranquility on its leeside. The dynamic pressures due to random waves exerted on seaside perforated SBWs with 7, 11, and 17% of its exposed surface area with perforations were measured. The measured pressures are compared with experimental results of SBW without perforations. In addition, the forces exerted on the caisson alone are measured. The reflection coefficient, runup characteristics, measured total forces, and dynamic pressures in a dimensionless form are presented as a function of relative water depth. The tests were conducted for surface piercing conditions. The effect of the water depth, perforations, and rubble mound height on the above stated variables are brought out, the details of which are reported in this technical note.
    publisherAmerican Society of Civil Engineers
    titleHydrodynamic Characteristics of Seaside Perforated Semicircular Breakwaters due to Random Waves
    typeJournal Paper
    journal volume134
    journal issue4
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2008)134:4(237)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2008:;Volume ( 134 ):;issue: 004
    contenttypeFulltext
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