TECHNICAL PAPERS
Sep 1, 1985

Significant Wave Height for Shallow Water Design

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 111, Issue 5

Abstract

Wave height parameters used in coastal and ocean engineering are grouped into three classes according to their definition bases: height statistics, energy, and monochromatic. Parameters within each class are easily interrelated lor most engineering purposes. However, parameters from different classes are difficult to interrelate, particularly for shallow water applications where waves are near breaking. The often‐used parameter “significant wave height” has traditionally been based on height statistics but many modern estimates are based on wave energy. A simple empirical method is developed to relate statistical and energy based significant height estimates. The method is developed with CERC laboratory flume data from a 1:30 plane slope, two samples of field data, and stream function wave theory. Since the two significant height estimates differ by over 40% in some laboratory cases, engineers should clearly recognize the distinction between them.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 111Issue 5September 1985
Pages: 828 - 842

History

Published online: Sep 1, 1985
Published in print: Sep 1985

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Authors

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Edward F. Thompson
Chief, Coastal Oceanography Branch, U.S. Army Coastal Engrg. Research Center, Waterways Experiment Station, P.O. Box 631, Vicksburg, Miss. 39180
C. L. Vincent, Members, ASCE
Research Physical Scientist, U.S. Army Coastal Engrg. Research Center, Waterways Experiment Station, P.O. Box 631, Vicksburg, Miss. 39180

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