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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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