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    Wave Forces Exerted on a Submerged Horizontal Plate over an Uneven Bottom

    Source: Journal of Engineering Mechanics:;2018:;Volume ( 144 ):;issue: 006
    Author:
    Dong Jie;Wang Benlong;Zhao Xi;Liu Hua
    DOI: 10.1061/(ASCE)EM.1943-7889.0001447
    Publisher: American Society of Civil Engineers
    Abstract: Monochromatic wave scattering on a submerged horizontal plate over variable topographies is studied analytically based on the modified matched eigenfunction expansion method. Under the assumption of the shallow flow over a slowly varying bottom, an approximate solution of the flow in the inner region bounded by a submerged plate and a plane slope is presented based on the potential flow theory and perturbation method. The analytical solution is validated by existing analytical results and experimental data on flat bottoms. Parameter analysis is carried out for three types of variable topographies. The effects of the bottom profile on wave reflection and wave loads are investigated. It is found that there are significant influences on wave reflection due to uneven bottoms. Smaller maximum reflection coefficient appears in the following cases: larger relative slope heights for simple slopes, larger relative hump heights for humped bottoms, and larger relative hump heights for combined bottoms. Compared with the change of wave reflection coefficient, the shift of wave loads over the three types of variable topography seem not to be significant.
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      Wave Forces Exerted on a Submerged Horizontal Plate over an Uneven Bottom

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    contributor authorDong Jie;Wang Benlong;Zhao Xi;Liu Hua
    date accessioned2019-02-26T07:57:31Z
    date available2019-02-26T07:57:31Z
    date issued2018
    identifier other%28ASCE%29EM.1943-7889.0001447.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250528
    description abstractMonochromatic wave scattering on a submerged horizontal plate over variable topographies is studied analytically based on the modified matched eigenfunction expansion method. Under the assumption of the shallow flow over a slowly varying bottom, an approximate solution of the flow in the inner region bounded by a submerged plate and a plane slope is presented based on the potential flow theory and perturbation method. The analytical solution is validated by existing analytical results and experimental data on flat bottoms. Parameter analysis is carried out for three types of variable topographies. The effects of the bottom profile on wave reflection and wave loads are investigated. It is found that there are significant influences on wave reflection due to uneven bottoms. Smaller maximum reflection coefficient appears in the following cases: larger relative slope heights for simple slopes, larger relative hump heights for humped bottoms, and larger relative hump heights for combined bottoms. Compared with the change of wave reflection coefficient, the shift of wave loads over the three types of variable topography seem not to be significant.
    publisherAmerican Society of Civil Engineers
    titleWave Forces Exerted on a Submerged Horizontal Plate over an Uneven Bottom
    typeJournal Paper
    journal volume144
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0001447
    page4018030
    treeJournal of Engineering Mechanics:;2018:;Volume ( 144 ):;issue: 006
    contenttypeFulltext
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