TECHNICAL NOTES
Nov 1, 1994

Shoreline Solution for Tapered Beach Fill

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 120, Issue 6

Abstract

An analytical solution for the evolution of the planform for a beach fill with tapered ends is presented, and solution charts are given for two cases of taper‐section length to straight fill‐section length. An analytical solution for the proportion of fill remaining after a given time is also presented as a function of a dimensionless time constant.

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References

1.
Carslaw, H., and Jaeger, J. (1959). Conduction of heat in solids. Clarendon Press, Oxford, U.K.
2.
Dean, R. G. (1984). “Principles of beach nourishment.” CRC handbook of coastal processes and erosion. P. D. Komar, ed., CRC Press, Boca Raton, Fla., 11, 217–232.
3.
General design memorandum, Broward County Florida; Shore Protection Project. (1990). U.S. Army Corps of Engrs., Jacksonville Dist. Ofc., Jacksonville, Fla.
4.
General design memorandum, Palm Beach County Florida; Shore Protection Project. (1991). U.S. Army Corps of Engrs., Jacksonville Dist. Ofc., Jacksonville, Fla.
5.
Larson, M., Hanson, H., and Kraus, N. C. (1987). “Analytical solutions of the one line model of shoreline change.” TR‐CERC‐87‐15. Coast. Engrg. Res. Ctr., U.S. Army Wtrwy. Experiment Station, Vicksburg, Miss.
6.
Walton Jr., T. L., and Chiu, T. Y. (1979). “A review of analytical techniques to solve the sand transport equation and some simplified solutions.” Proc., Coast. Struct. '79, ASCE, New York, N.Y., 809–837.

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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 120Issue 6November 1994
Pages: 651 - 655

History

Received: May 24, 1993
Published online: Nov 1, 1994
Published in print: Nov 1994

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Authors

Affiliations

Todd L. Walton, Jr., Member, ASCE
Hydr. Engr., U.S. Army Corps of Engrs., Coast. Engrg. Res. Ctr., U.S. Army Engr. Wtrwy. Experiment Station, 3909 Halls Ferry Road, Vicksburg, MS 39180‐6199

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