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    Theoretical Models for Wave Energy Dissipation Caused by Vegetation

    Source: Journal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 002
    Author:
    Qin Chen
    ,
    Haihong Zhao
    DOI: 10.1061/(ASCE)EM.1943-7889.0000318
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents theoretical and numerical analyses of random wave attenuation attributable to vegetation. Existing models based on Rayleigh distribution of wave heights are critically examined followed by the development of two new models for random waves over vegetation. The first model is derived on the basis of Hasselmann and Collins’ treatment of energy dissipation of random waves attributable to the bottom friction. The second model is derived on the basis of Longuet-Higgins’ probability density function for the joint distribution of wave heights and wave periods, which recovers to the model that uses the Rayleigh distribution of wave heights if the spectrum becomes narrow banded. Such a model allows for quantifying the effects of the spectral width on the model performances. Comparisons of the modeled and measured root-mean-square wave heights over vegetation show good agreement. Moreover, the Joint distribution-based model provides insight into the spectral distribution of the energy dissipation, which is different from other dissipation models that follow exactly the wave energy spectrum.
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      Theoretical Models for Wave Energy Dissipation Caused by Vegetation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/60787
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    contributor authorQin Chen
    contributor authorHaihong Zhao
    date accessioned2017-05-08T21:43:40Z
    date available2017-05-08T21:43:40Z
    date copyrightFebruary 2012
    date issued2012
    identifier other%28asce%29em%2E1943-7889%2E0000327.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60787
    description abstractThe paper presents theoretical and numerical analyses of random wave attenuation attributable to vegetation. Existing models based on Rayleigh distribution of wave heights are critically examined followed by the development of two new models for random waves over vegetation. The first model is derived on the basis of Hasselmann and Collins’ treatment of energy dissipation of random waves attributable to the bottom friction. The second model is derived on the basis of Longuet-Higgins’ probability density function for the joint distribution of wave heights and wave periods, which recovers to the model that uses the Rayleigh distribution of wave heights if the spectrum becomes narrow banded. Such a model allows for quantifying the effects of the spectral width on the model performances. Comparisons of the modeled and measured root-mean-square wave heights over vegetation show good agreement. Moreover, the Joint distribution-based model provides insight into the spectral distribution of the energy dissipation, which is different from other dissipation models that follow exactly the wave energy spectrum.
    publisherAmerican Society of Civil Engineers
    titleTheoretical Models for Wave Energy Dissipation Caused by Vegetation
    typeJournal Paper
    journal volume138
    journal issue2
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000318
    treeJournal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 002
    contenttypeFulltext
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