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
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Carslaw, H., and Jaeger, J. (1959). Conduction of heat in solids. Clarendon Press, Oxford, U.K.
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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.
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General design memorandum, Broward County Florida; Shore Protection Project. (1990). U.S. Army Corps of Engrs., Jacksonville Dist. Ofc., Jacksonville, Fla.
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General design memorandum, Palm Beach County Florida; Shore Protection Project. (1991). U.S. Army Corps of Engrs., Jacksonville Dist. Ofc., Jacksonville, Fla.
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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.
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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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Copyright © 1994 American Society of Civil Engineers.
History
Received: May 24, 1993
Published online: Nov 1, 1994
Published in print: Nov 1994
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