TECHNICAL NOTES
Mar 1, 1994

Comparison of Wave Reflection Equations with Wave‐Tank Data

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 120, Issue 2

Abstract

Three analytical procedures for the calculation of wave reflection from beaches are presented. The accuracy and stability of each procedure is determined with respect to tests results obtained in a laboratory environment. Tests were performed in a wave basin and a comparison of the three procedures is presented based on wave probe spacing, wave period, and wave length. It was determined that the wave probe spacing is the dominant influence on the accuracy of the results from the three procedures. However, the wave length was also determined to be an important parameter. All three procedures were quite sensitive to the value of the wave length and values determined from linear theory did not provide sufficient accuracy for these calculations.

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References

1.
Isaacson, M. (1991). “Measurement of regular wave reflection.” J. Wtrwy., Port, Coast., and Oc. Engrg., ASCE, 117(6), 553–569.
2.
Jamieson, W. W., and Mansard, E. P. D. (1987). “An efficient upright wave absorber.” Proc. Coastal Hydrodynamics, ASCE, New York, N.Y., 124–139.
3.
Ouellet, Y., and Datta, I. (1986). “A survey of wave absorbers.” J. Hydr. Res., 24(4), 265–280.

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Information

Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 120Issue 2March 1994
Pages: 226 - 232

History

Received: Sep 30, 1992
Published online: Mar 1, 1994
Published in print: Mar 1994

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Authors

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Dennis C. Cotter
Head of Analytical Group, Chicago Bridge & Iron Tech. Services Co., 1501 N. Division St., Plainfield, IL 60544‐8929
Subrata K. Chakrabarti, Fellow, ASCE
Dir. of Marine Res., Chicago Bridge & Iron Tech. Services Co., 1501 N. Division St., Plainfield, IL

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