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    Surface and Interfacial Wave Propagation over an Undulating Bottom in a Stratified Fluid with a Moored Porous-Flexible Barrier

    Source: Journal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 002::page 04024109-1
    Author:
    I. M. Prasad
    ,
    N. M. Prasad
    ,
    R. M. Prasad
    ,
    C. C. Tsai
    ,
    Tai-Wen Hsu
    ,
    H. Behera
    DOI: 10.1061/JENMDT.EMENG-7541
    Publisher: American Society of Civil Engineers
    Abstract: This work investigated the effect of a porous and flexible barrier and undulating bottom on wave attenuation in a two-layer stratified fluid under the action of oblique wave incidence, using small amplitude and structural response theory. Two sets of problems with porous and flexible barriers in the absence and presence of impervious sea-wall are discussed. Two different barrier configurations, called bottom-standing and surface-piercing, were considered. The Fourier method, least-square approximation method, and mild-slope approximation method were used to tackle the physical problem. The study reveals an optimal mooring angle to prevent its deformation by surface and interfacial waves. The dissipation of interfacial waves by bottom-standing and surface-piercing barriers exhibits an inverse pattern. Comparatively longer bottoms are insensitive to the interfacial wave-induced forces on the barrier when the depth ratio changes. The contribution of inertial effects in barrier porosity is seen to be critical in protecting existing offshore structures or sea-wall. The sea-wall can be protected using bottom-standing and surface-piercing barriers in a situation of higher surface and interfacial wave energies, respectively.
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      Surface and Interfacial Wave Propagation over an Undulating Bottom in a Stratified Fluid with a Moored Porous-Flexible Barrier

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4304009
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    contributor authorI. M. Prasad
    contributor authorN. M. Prasad
    contributor authorR. M. Prasad
    contributor authorC. C. Tsai
    contributor authorTai-Wen Hsu
    contributor authorH. Behera
    date accessioned2025-04-20T10:06:47Z
    date available2025-04-20T10:06:47Z
    date copyright11/22/2024 12:00:00 AM
    date issued2025
    identifier otherJENMDT.EMENG-7541.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304009
    description abstractThis work investigated the effect of a porous and flexible barrier and undulating bottom on wave attenuation in a two-layer stratified fluid under the action of oblique wave incidence, using small amplitude and structural response theory. Two sets of problems with porous and flexible barriers in the absence and presence of impervious sea-wall are discussed. Two different barrier configurations, called bottom-standing and surface-piercing, were considered. The Fourier method, least-square approximation method, and mild-slope approximation method were used to tackle the physical problem. The study reveals an optimal mooring angle to prevent its deformation by surface and interfacial waves. The dissipation of interfacial waves by bottom-standing and surface-piercing barriers exhibits an inverse pattern. Comparatively longer bottoms are insensitive to the interfacial wave-induced forces on the barrier when the depth ratio changes. The contribution of inertial effects in barrier porosity is seen to be critical in protecting existing offshore structures or sea-wall. The sea-wall can be protected using bottom-standing and surface-piercing barriers in a situation of higher surface and interfacial wave energies, respectively.
    publisherAmerican Society of Civil Engineers
    titleSurface and Interfacial Wave Propagation over an Undulating Bottom in a Stratified Fluid with a Moored Porous-Flexible Barrier
    typeJournal Article
    journal volume151
    journal issue2
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/JENMDT.EMENG-7541
    journal fristpage04024109-1
    journal lastpage04024109-18
    page18
    treeJournal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 002
    contenttypeFulltext
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