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    Diffraction of Solitary Waves by a Concentric Porous Dual-Arc Thin Wall

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2022:;Volume ( 148 ):;issue: 002::page 04022001
    Author:
    Zhenfeng Zhai
    ,
    Qing Hu
    ,
    Lele Yang
    ,
    Hua Huang
    DOI: 10.1061/(ASCE)WW.1943-5460.0000701
    Publisher: ASCE
    Abstract: Herein, a semianalytical model is presented for solitary wave diffraction by a surface-piercing concentric dual-arc thin wall. The two arc-shaped walls are porous and thin, and they are placed on a flat seafloor. As a key element, two imaginary closed cylindrical structures with two arc-shaped walls of different radii are introduced such that the entire computation domain can be partitioned into three subdomains, two bounded and one unbounded, based on common interfaces, within which the analytical solution is obtained using eigenfunction expression matching. Furthermore, a system of linear algebraic equations to determine the unknown coefficients is derived by satisfying the boundary and matching conditions. The numerical results obtained for the limiting cases are exactly the same as published results for a solid and porous cylindrical structure. Meanwhile, the effects of the wave incident angle, opening angle, annular spacing, and porous-effect parameter on wave loads and wave elevations are investigated. In addition, as a particular case, a concentric structure with an arc-shaped porous exterior wall is investigated as an alternative to the two-cylinder structure in practical engineering. It is discovered that the arc-shaped exterior wall can effectively reduce the wave force and wave height around the interior cylinder, compared with a single cylinder. By contrast, the wave forces and wave runup on the interior cylinder are similar to those of the interior cylinder of a concentric two-cylinder system.
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      Diffraction of Solitary Waves by a Concentric Porous Dual-Arc Thin Wall

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4282701
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorZhenfeng Zhai
    contributor authorQing Hu
    contributor authorLele Yang
    contributor authorHua Huang
    date accessioned2022-05-07T20:38:40Z
    date available2022-05-07T20:38:40Z
    date issued2022-3-1
    identifier other(ASCE)WW.1943-5460.0000701.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282701
    description abstractHerein, a semianalytical model is presented for solitary wave diffraction by a surface-piercing concentric dual-arc thin wall. The two arc-shaped walls are porous and thin, and they are placed on a flat seafloor. As a key element, two imaginary closed cylindrical structures with two arc-shaped walls of different radii are introduced such that the entire computation domain can be partitioned into three subdomains, two bounded and one unbounded, based on common interfaces, within which the analytical solution is obtained using eigenfunction expression matching. Furthermore, a system of linear algebraic equations to determine the unknown coefficients is derived by satisfying the boundary and matching conditions. The numerical results obtained for the limiting cases are exactly the same as published results for a solid and porous cylindrical structure. Meanwhile, the effects of the wave incident angle, opening angle, annular spacing, and porous-effect parameter on wave loads and wave elevations are investigated. In addition, as a particular case, a concentric structure with an arc-shaped porous exterior wall is investigated as an alternative to the two-cylinder structure in practical engineering. It is discovered that the arc-shaped exterior wall can effectively reduce the wave force and wave height around the interior cylinder, compared with a single cylinder. By contrast, the wave forces and wave runup on the interior cylinder are similar to those of the interior cylinder of a concentric two-cylinder system.
    publisherASCE
    titleDiffraction of Solitary Waves by a Concentric Porous Dual-Arc Thin Wall
    typeJournal Paper
    journal volume148
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000701
    journal fristpage04022001
    journal lastpage04022001-19
    page19
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2022:;Volume ( 148 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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