TECHNICAL PAPERS
Jul 1, 2005

Oblique Impact of Water Waves on Thin Porous Walls

Publication: Journal of Engineering Mechanics
Volume 131, Issue 7

Abstract

There 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.

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Acknowledgement

This study is supported by the National Science Council of R.O.C, under Grant No. UNSPECIFIEDNSC90-2611-E002-015.

References

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 131Issue 7July 2005
Pages: 721 - 732

History

Received: Sep 23, 2002
Accepted: Oct 13, 2004
Published online: Jul 1, 2005
Published in print: Jul 2005

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Notes

Note. Associate Editor: Dewey H. Hodges

Authors

Affiliations

H. J. Hsu
Graduate Student, Dept. of Civil Engineering, National Taiwan Univ., Taipei, Taiwan, ROC.
L. H. Huang
Professor, Dept. of Civil Engineering and Hydrotech Research Institute, National Taiwan Univ., Taipei, Taiwan, ROC.
P. C. Hsieh
Associate Professor, Dept. of Soil and Water Conservation, National Chung Hsing Univ., Taipei, Taiwan, ROC.

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