TECHNICAL PAPERS
Jan 1, 2000

Construction Slopes for Beach Nourishment Projects

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 126, Issue 1

Abstract

The correlation between sediment grain size, tide fluctuations, and constructed beach fill slopes is investigated using as-built survey data from 18 beach nourishment projects in the southeastern United States. An engineering relationship is identified between median grain size and lower construction slope, where the latter is defined as the slope below an elevation related to the local mean tide level and tide range. A concise relationship between the upper construction slope and the beach-fill sediment characteristics was not evident in the data; instead, the as-built upper slope is more a function of the mechanical manipulation undertaken to meet the slope's specified value.

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References

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Bascom, W. N. (1959). “The relationship between sand grain size and beach-face slope.” Am. Geophys. Union Trans., 32(6), 866–874.
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Christiansen, H. (1977). “Economic profiling of beach fills.” Proc., Coastal Sediments '77, American Society of Civil Engineers, New York.
3.
Dette, H. H. (1983). “Technique of small scale beach fills.” Conf. on Coast. and Port Engrg. in Devel. Countries, Colombo, Sri Lanka.
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E. A. K. (1981). Emfehlungen fur die Ausfuhrug von Kustenschutzwerken (Recommendations for the performance of coastal works), Die Kueste, Heft 36, F.R. Germany.
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Folk, R. L., and Ward, W. C. (1957). “Brazos River Bar: A study in significance of grain-size parameters.” J. Sedimentary Petrology, 27, 3–26.
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“Manual on artificial beach nourishment.” (1987). Center for Civil Engineering Research, Codes and Specifications (CUR), Rijkswaterstaat, Delft Hydraulics, Delft, The Netherlands.
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Shepard, F. P. (1963). Submarine geology. Harper and Row, New York.
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Shore protection manual. (1984). U.S. Army Corps of Engineers, Coastal Engineering Research Center, Vicksburg, Miss.
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“Tide tables of the East Coast of North and South America.” (1984). U.S. Dept. of Commerce, National Oceanic and Atmospheric Administration, Silver Spring, Md.
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Wiegel, R. L. (1964). Oceanographic engineering. Prentice-Hall, Englewood Cliffs, N.J.

Information & Authors

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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 126Issue 1January 2000
Pages: 57 - 62

History

Received: Aug 11, 1998
Published online: Jan 1, 2000
Published in print: Jan 2000

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Authors

Affiliations

Christopher G. Creed, P.E.
Members, ASCE
Coastal Engr., Olsen Assoc., Inc., 4438 Herschel St., Jacksonville, FL 32210.
Sr. Coastal Engr., Olsen Assoc., Inc., 4438 Herschel St., Jacksonville, FL.
Grad. Res. Asst., Univ. of Florida Dept. of Coast. and Oceanographic Engrg., Gainesville, FL; formerly, Undergraduate Student, Jacksonville University.

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