TECHNICAL NOTES
Mar 1, 2006

Alternative Computation of Dean’s Overfill Ratio

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 132, Issue 2

Abstract

An alternative graphical expression is presented for the computation of overfill ratio using the Dean method. The expression yields the same numeric results as the original Dean curves, but allows simple computation of the overfill ratio from a single curve for an unlimited range of sediment cases. The physical significance of results yielded from the Dean method is contrasted with those from the James-Krumbein method. A convenient numeric means to directly translate between phi and millimeter grain sizes is additionally noted.

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References

Dean, R. G. (1974). “Compatibility of borrow material texture for beach fill.” Proc., 14th Int. Conf. on Coastal Engineering, ASCE, Reston, Va., 1319–1333.
Dean, R. G. (1991). “Equilibrium beach profiles: Characteristics and applications.” J. Coastal Res., 7(1), 53–84.
Dean, R. G. (2002). Beach nourishment theory and practice, Advanced series on ocean engineering, Volume 18, World Scientific, Singapore.
Dean, R. G., and Dalrymple, R. A. (2002). Coastal processes with engineering applications, Cambridge University Press, Cambridge, U.K., 347–349.
Hobson, R. D. (1977). “Review of design elements for beach fill evaluation.” Technical Memo (TM) 77-6, U.S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, Va.
James, W. R. (1974). “Beach fill stability and borrow material texture.” Proc., 14th Int. Conf. on Coastal Engineering, ASCE, Reston, Va., 1334–1344.
James, W. R. (1975). “Techniques in evaluating suitability of borrow material for beach nourishment.” Technical Memo (TM)-60, Coastal Engineering Research Center, U.S. Army Waterways Experiment Station, Vicksburg, Miss.
Krumbein, W. C., and James, W. R. (1965). “Spatial and temporal variations in geometric and material properties of a natural beach.” Technical Rep. No. 44, Coastal Engineering Research Center, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
Stauble, D. K. (1986). “Guidelines for beach restoration projects, Part II—Engineering.” Sea Grant Rep. (SGR) 77, Florida Sea Grant College, Gainesville, Fla.
U.S. Army Corps of Engineers (USACE). (1984). Shore protection manual, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss., Ch. 5, 9–12.
U.S. Army Corps of Engineers (USACE). (2001). Coastal engineering manual, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss., Part V, 22–28.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 132Issue 2March 2006
Pages: 133 - 138

History

Received: Oct 7, 2003
Accepted: May 9, 2005
Published online: Mar 1, 2006
Published in print: Mar 2006

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Kevin R. Bodge, M.ASCE [email protected]
P.E.
Vice President, Olsen Associates, Inc., 4438 Herschel St., Jacksonville, FL 32210. E-mail: [email protected]

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