DISCUSSIONS AND CLOSURES
May 1, 1997

Discussion: Breaking-Wave Loads on Vertical Walls Suspended above Mean Sea Level

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 123, Issue 3
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References

1.
Hayashi, T., and Hattori, M. (1961). “Stability of the breakwater against sliding due to pressure of breaking waves.”Coast. Engrg. in Japan, IV.
2.
Kamel, A. M.(1970). “Shock pressure on coastal structures.”J. Wtrwy., Harb. and Coast. Engrg. Div., ASCE, 96(3), 689–699.
3.
Minikin, R. R. (1950). Winds, waves and maritime structures. Charles and Co., Ltd., London.
4.
Weggel, J. R. (1968). “The impact pressures of breaking water waves,” PhD dissertation, Dept. of Civ. Engrg., Univ. of Illinois at Urbana-Champaign.
5.
Weggel, J. R.(1971). “Discussion of `Shock pressure on coastal structures,' by Adel M. Kamel.”J. Wtrwy, Harb. and Coast. Engrg. Div., ASCE, 97(3), 584–588.
6.
Weggel, J. R., and Maxwell, W. H. C. (1970a). “Experimental study of wave impact pressures.”Proc., 2nd Annu. Offshore Technol. Conf., OTC 1244.
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Weggel, J. R., and Maxwell, W. H. C.(1970b). “A numerical model for wave pressure distributions.”J. Wtrwy., Harb. and Coast. Engrg. Div., ASCE, 96(3), 623–642.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 123Issue 3May 1997
Pages: 143 - 147

History

Published online: May 1, 1997
Published in print: May 1997

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J. Richard Weggel, Fellow, ASCE
Prof. of Civ. Engrg., Drexel Univ., Philadelphia, PA 19104.

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