TECHNICAL NOTES
Sep 1, 1989

Maximum Periodic Wave Run‐up on Smooth Slopes

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 115, Issue 5

Abstract

Periodic wave run-up data on smooth structure slopes is reanalyzed in a unified format that allows maximum relative run-up to be estimated for coastal structures with slopes ranging from mild to steep. A method to predict the limiting wave relative run-up is proposed. The method has essentially two elements, a modified surf parameter, which allows consideration of steep structure slopes, and a limiting value of relative run-up, which provides a logical envelope for the run-up of nonbreaking waves. Considerable data are shown in a unified format, which gives a clear idea of the predictive ability of the method.

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Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 115Issue 5September 1989
Pages: 703 - 708

History

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

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Authors

Affiliations

Todd L. Walton, Jr.
Hydr. Engr., U.S. Army Corps of Engrs., Coastal Engrg. Res. Ctr., U.S.A.E. Wtrways. Experiment Station, Vicksburg, MS 39180
John Ahrens, Members, ASCE
Oceanographer, U.S. Army Corps of Engrs., Coastal Engrg. Res. Ctr., U.S.A.E. Wtrways. Experiment Station, Vicksburg, MS

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