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    Wave Attenuation by Vegetation

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 001
    Author:
    Nobuhisa Kobayashi
    ,
    Andrew W. Raichle
    ,
    Toshiyuki Asano
    DOI: 10.1061/(ASCE)0733-950X(1993)119:1(30)
    Publisher: American Society of Civil Engineers
    Abstract: The vertically two‐dimensional problem of small‐amplitude waves propagating over submerged vegetation is formulated using the continuity and linearized momentum equations for the regions above and within the vegetation. The effects of the vegetation on the flow field are assumed to be expressible in terms of the drag force acting on the vegetation. An analytical solution is obtained for the monochromatic wave whose height decays exponentially. The expressions for the wave number and the exponential decay coefficient derived for arbitrary damping are shown to reduce to those based on linear wave theory and the conservation equation of energy if the damping is small. The analytical solution is compared with 60 test runs conducted using deeply submerged artificial kelp. The calibrated drag coefficients for these runs are found to vary in a wide range and appear to be affected by the kelp motion and viscous effects that are neglected in the analysis. The analytical solution is also shown to be applicable to subaerial vegetation, which is predicted to be much more effective in dissipating wave energy.
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      Wave Attenuation by Vegetation

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/40980
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorNobuhisa Kobayashi
    contributor authorAndrew W. Raichle
    contributor authorToshiyuki Asano
    date accessioned2017-05-08T21:09:39Z
    date available2017-05-08T21:09:39Z
    date copyrightJanuary 1993
    date issued1993
    identifier other%28asce%290733-950x%281993%29119%3A1%2830%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40980
    description abstractThe vertically two‐dimensional problem of small‐amplitude waves propagating over submerged vegetation is formulated using the continuity and linearized momentum equations for the regions above and within the vegetation. The effects of the vegetation on the flow field are assumed to be expressible in terms of the drag force acting on the vegetation. An analytical solution is obtained for the monochromatic wave whose height decays exponentially. The expressions for the wave number and the exponential decay coefficient derived for arbitrary damping are shown to reduce to those based on linear wave theory and the conservation equation of energy if the damping is small. The analytical solution is compared with 60 test runs conducted using deeply submerged artificial kelp. The calibrated drag coefficients for these runs are found to vary in a wide range and appear to be affected by the kelp motion and viscous effects that are neglected in the analysis. The analytical solution is also shown to be applicable to subaerial vegetation, which is predicted to be much more effective in dissipating wave energy.
    publisherAmerican Society of Civil Engineers
    titleWave Attenuation by Vegetation
    typeJournal Paper
    journal volume119
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1993)119:1(30)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 001
    contenttypeFulltext
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