Show simple item record

contributor authorH. J. Hsu
contributor authorL. H. Huang
contributor authorP. C. Hsieh
date accessioned2017-05-08T22:40:40Z
date available2017-05-08T22:40:40Z
date copyrightJuly 2005
date issued2005
identifier other%28asce%290733-9399%282005%29131%3A7%28721%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86115
description abstractThere is a paradoxical phenomenon in earlier studies when the incoming water wave is parallel to a porous breakwater, the water wave permeates completely without regard to the largeness of the the porosity of the porous breakwater. For solving the problem of the water waves obliquely impacting upon the thin porous wall, a new boundary condition on the thin porous wall—which can remedy the above mentioned paradoxical phenomenon—is proposed based on the concept that the incident angle remains unchanged when the water wave permeates into the wall. According to this new boundary condition, an analytic solution of an oblique water wave impacting on a thin porous wall of any permeability is obtained. It is found that the above paradoxical phenomenon, as the water wave is parallel to a thin porous wall, disappears. And, as the incident angle approaches 90°, the reflection coefficient and the transmission coefficient reasonably converge to 1 and 0, respectively, while on the contrary, those in the earlier investigations converge to 0 and 1.
publisherAmerican Society of Civil Engineers
titleOblique Impact of Water Waves on Thin Porous Walls
typeJournal Paper
journal volume131
journal issue7
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2005)131:7(721)
treeJournal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 007
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record