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    Computational Model for Wave Attenuation by Flexible Vegetation

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2019:;Volume ( 145 ):;issue: 001
    Author:
    Steven A. Mattis; Christopher E. Kees; Maya V. Wei; Aggelos Dimakopoulos; Clint N. Dawson
    DOI: 10.1061/(ASCE)WW.1943-5460.0000487
    Publisher: American Society of Civil Engineers
    Abstract: Coastal vegetation has a well-known effect of attenuating waves; however, quantifiable measures of attenuation for general wave and vegetation scenarios are not well known, so field and laboratory studies must be performed for individual setups. The standard practice of performing these studies for such scenarios is extremely expensive, and it is difficult to change parameters and setups. We presented and validated a computational model for a wave flume that can be used for studies of wave attenuation over flexible vegetation based on the previously developed immersed-structure method for fluid–vegetation interaction, thereby augmenting field and laboratory studies with a more-flexible and less-expensive alternative. The main advantage of this computational framework is that almost all terms are derived from first principles without requiring a large number of empirically determined parameters. A series of computational experiments were performed, and an analysis of the wave attenuation with respect to wave heights, spectra, and energy was conducted. Results were compared to results from experiments that the computational wave flume was designed to replicate.
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      Computational Model for Wave Attenuation by Flexible Vegetation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4254400
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorSteven A. Mattis; Christopher E. Kees; Maya V. Wei; Aggelos Dimakopoulos; Clint N. Dawson
    date accessioned2019-03-10T11:51:44Z
    date available2019-03-10T11:51:44Z
    date issued2019
    identifier other%28ASCE%29WW.1943-5460.0000487.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4254400
    description abstractCoastal vegetation has a well-known effect of attenuating waves; however, quantifiable measures of attenuation for general wave and vegetation scenarios are not well known, so field and laboratory studies must be performed for individual setups. The standard practice of performing these studies for such scenarios is extremely expensive, and it is difficult to change parameters and setups. We presented and validated a computational model for a wave flume that can be used for studies of wave attenuation over flexible vegetation based on the previously developed immersed-structure method for fluid–vegetation interaction, thereby augmenting field and laboratory studies with a more-flexible and less-expensive alternative. The main advantage of this computational framework is that almost all terms are derived from first principles without requiring a large number of empirically determined parameters. A series of computational experiments were performed, and an analysis of the wave attenuation with respect to wave heights, spectra, and energy was conducted. Results were compared to results from experiments that the computational wave flume was designed to replicate.
    publisherAmerican Society of Civil Engineers
    titleComputational Model for Wave Attenuation by Flexible Vegetation
    typeJournal Paper
    journal volume145
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000487
    page04018033
    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