TECHNICAL PAPERS
Jan 1, 1989

Model Test Results of Scour Along Breakwaters

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 115, Issue 1

Abstract

Waves impacting on breakwaters, even of rubble‐mounds, are reflected efficiently from them, so producing almost standing waves for normal approach and a complex short‐crested wave system for oblique approach. In the former, sediment is accreted one half wavelength intervals from the face at the expense of material at the nodes, at odd multiples of quarter wavelength intervals. With angled waves similar erosion takes place, either at the nodal or antinodal regions depending upon the obliquity. These are determined in fractions of the distance of island crests, formed at wave interactions, termed the crest length. Kinematics of the water particles exhibit high bed velocities and also vortices at alignments one eighth of the crest length from the structure. The associated mass transport exceeds that of the incident waves. Model studies in Japan have exhibited scouring capacity for waves at all angles, including normal, and those results are re‐examined herein. New relationships exhibit the need for long duration tests.

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References

1.
Goda, Y. (1970). “A synthesis of breaker indices.” Trans., Japanese Soc. Civil Engrs., 2(2), 227–230.
2.
Hsu, J. R. C. (1979). “Short‐crested water waves,” thesis presented to the Univ. of Western Australia in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
3.
Irie, I., Kuriyama, Y., and Asakura, H. (1986). “Study on scour in front of breakwaters by standing waves and protection methods.” Report, Port and Harbour Res. Inst., Japan, 25(1), 4–86.
4.
Losada, M. A., and Gimenez‐Curto, L. A. (1981). “Flow characteristics on rough permeable slopes under wave action.” J. Coastal Engrg., 4, 187–206.
5.
Silvester, R. (1974). Coastal Engineering. Vol. II, Elsevier Publ. Co., Amsterdam, The Netherlands.
6.
Silvester, R. (1985). “Sediment by‐passing across coastal inlets by natural means.” J. Coastal Engrg., 9, 327–346.
7.
Silvester, R. (1986). “Influence of oblique reflection on breakwaters.” Proc. 20th Int. Conf. Coast. Engrg., 3, 2253–2267.
8.
Silvester, R., and Lim, T. K. (1968). “Application of wave diffraction data.” Proc. 11th Int. Conf. Coast. Engrg., 1, 248–272.
9.
Tanaka, N., Me, I., and Ozasa, H. (1972). “A study on the velocity distribution of mass transport caused by diagonal, partial standing waves.” Report, Port and Harbour Res. Inst., Japan, 11(3), 112–140 (in Japanese).
10.
Xie, S. L. (1981). “Scouring patterns in front of vertical breakwaters and their influence on the stability of the foundations of the breakwaters.” Report, Coastal Engrg. Group, Delft Univ. of Tech., The Netherlands.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 115Issue 1January 1989
Pages: 66 - 85

History

Published online: Jan 1, 1989
Published in print: Jan 1989

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Authors

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John R. C. Hsu
Prof., Dept. of Civ. Engrg., Univ. of Western Australia, Nedlands, WA 6009, Australia
Richard Silvester, Member, ASCE
Prof., Dept. of Civ. Engrg., Univ. of Western Australia, Nedlands, WA 6009, Australia

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