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    Hydrodynamic Performance of an Inverted Trapezoidal Breakwater with Permeable Retrofit

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2024:;volume( 147 ):;issue: 001::page 11206-1
    Author:
    Kumaran, V.
    ,
    Venkateswarlu, V.
    ,
    Raja Pandi, R.
    ,
    Nishad, C. S.
    DOI: 10.1115/1.4065772
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The scattering of incident waves by a surface-piercing inverted trapezoidal breakwater (SPTB) encircled by retrofit is numerically examined based on the assumptions of potential flow theory. The dual boundary element method is adopted to evaluate the hydrodynamic performance of the retrofitted SPTB breakwater. The scattering coefficients (i.e., wave transmission, wave reflection, energy loss), and force coefficients acting on the inner SPTB and outer retrofit are reported against relative water depth for various input values of breakwater and incident waves. The SPTB with 10% porosity, spacing S/h=0.25, width varied within 1.5≤B/W≤2, and depth d/h=0.2 is suggested against the incident waves to secure the coastal infrastructure.
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      Hydrodynamic Performance of an Inverted Trapezoidal Breakwater with Permeable Retrofit

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4305411
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorKumaran, V.
    contributor authorVenkateswarlu, V.
    contributor authorRaja Pandi, R.
    contributor authorNishad, C. S.
    date accessioned2025-04-21T10:03:51Z
    date available2025-04-21T10:03:51Z
    date copyright9/9/2024 12:00:00 AM
    date issued2024
    identifier issn0892-7219
    identifier otheromae_147_1_011206.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4305411
    description abstractThe scattering of incident waves by a surface-piercing inverted trapezoidal breakwater (SPTB) encircled by retrofit is numerically examined based on the assumptions of potential flow theory. The dual boundary element method is adopted to evaluate the hydrodynamic performance of the retrofitted SPTB breakwater. The scattering coefficients (i.e., wave transmission, wave reflection, energy loss), and force coefficients acting on the inner SPTB and outer retrofit are reported against relative water depth for various input values of breakwater and incident waves. The SPTB with 10% porosity, spacing S/h=0.25, width varied within 1.5≤B/W≤2, and depth d/h=0.2 is suggested against the incident waves to secure the coastal infrastructure.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleHydrodynamic Performance of an Inverted Trapezoidal Breakwater with Permeable Retrofit
    typeJournal Paper
    journal volume147
    journal issue1
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.4065772
    journal fristpage11206-1
    journal lastpage11206-14
    page14
    treeJournal of Offshore Mechanics and Arctic Engineering:;2024:;volume( 147 ):;issue: 001
    contenttypeFulltext
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