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    SPH Modeling of Wave Transformation over a Coral Reef with Seawall

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2019:;Volume ( 145 ):;issue: 001
    Author:
    Hongjie Wen; Bing Ren; Xiang Zhang; Xiping Yu
    DOI: 10.1061/(ASCE)WW.1943-5460.0000479
    Publisher: American Society of Civil Engineers
    Abstract: Wave transformations over a coral reef with a steep front slope were comparatively studied using both laboratory tests and smoothed particle hydrodynamic (SPH) modeling. In the numerical model, nonreflective generation and absorption of waves were realized by adding a source term and a velocity attenuation term into the governing momentum equation. The physical and numerical models were carefully designed so that the nonphysical rise of the mean water level over the reef was avoided. Experimental and numerical results on the free surface elevations and the spatial distributions of wave height and wave setup over the reef with and without a vertical seawall were compared and good agreements were obtained. The cross-spectral transfer of wave energy from the peak frequency to the lower and higher frequencies, the vertical distributions of wave-induced current over the reef, and the effects of the seawall position on the maximum wave setup and wave run-up are discussed.
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      SPH Modeling of Wave Transformation over a Coral Reef with Seawall

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4254394
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorHongjie Wen; Bing Ren; Xiang Zhang; Xiping Yu
    date accessioned2019-03-10T11:51:36Z
    date available2019-03-10T11:51:36Z
    date issued2019
    identifier other%28ASCE%29WW.1943-5460.0000479.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4254394
    description abstractWave transformations over a coral reef with a steep front slope were comparatively studied using both laboratory tests and smoothed particle hydrodynamic (SPH) modeling. In the numerical model, nonreflective generation and absorption of waves were realized by adding a source term and a velocity attenuation term into the governing momentum equation. The physical and numerical models were carefully designed so that the nonphysical rise of the mean water level over the reef was avoided. Experimental and numerical results on the free surface elevations and the spatial distributions of wave height and wave setup over the reef with and without a vertical seawall were compared and good agreements were obtained. The cross-spectral transfer of wave energy from the peak frequency to the lower and higher frequencies, the vertical distributions of wave-induced current over the reef, and the effects of the seawall position on the maximum wave setup and wave run-up are discussed.
    publisherAmerican Society of Civil Engineers
    titleSPH Modeling of Wave Transformation over a Coral Reef with Seawall
    typeJournal Paper
    journal volume145
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000479
    page04018026
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2019:;Volume ( 145 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian