TECHNICAL PAPERS
May 1, 1991

Evaporative Drying of Dredged Material

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 117, Issue 3

Abstract

An approximate, closed‐form solution to the equation governing the evaporative drying of dredged material is presented. This solution includes both the constant‐rate and the falling‐rate drying periods. Different solutions are obtained for two basic geometric cases of “semi‐infinite” and “thin” material layers, and the analysis provides a definition to differentiate these two cases. The solutions are compared with laboratory drying tests of actual dredge spoil from Charleston Harbor, S. C., and show good agreement. Finally, the solutions are compared with drying tests of other researchers for material from Toledo, Mobile, Philadelphia, and Norfolk. Predictions were best for the finer materials, and the closed‐form solution performed (in all cases) better than the use of pan evaporation to predict drying rates. This approach has advantages in that the degree of drying can be computed directly, without having to rely on a numerical solution (beginning at time zero) to obtain intermediate values of drying.

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References

1.
Benson, R. E. (1985). “Modeling the consolidation and drying of dredged material,” dissertation presented to Clemson University, at Clemson, South Carolina, in partial fulfillment of the requirements for the degree of doctor of Philosophy.
2.
Benson, R. E., and Sill, B. L. (1987). “The use of integral methods in solving partial differential equations, I. Drying of very moist soil.” Mathematical Model., 8, 344–347.
3.
Brown, K. W., and Thompson, L. J. (1977). “Feasibility study of general crust management as a technique for increasing capacity of dredged material containment areas.” Technical Report D‐77‐17, U.S. Army Engr. Waterways Experiment Station.
4.
Eckert, E. R. G., and Drake, R. M., Jr. (1959). Heat and mass transfer. McGraw‐Hill Book Co., New York, N.Y., 312–315.
5.
Gilliland, E. R., and Sherwood, T. K. (1933). “The drying of solids, VI.” Ind. and Engrg. Chem. Res., 25(10), 1134–1136.
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Keey, R. B. (1972). Drying principles and practice. Pergamon Press, New York, N.Y., 344.
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Ozisik, M. N. (1985). Heat transfer a basic approach. McGraw‐Hill Book Co., New York, N.Y., 352–370.
8.
Reynolds, W. C., and Dolton, T. A. (1958). “The use of integral methods in transient heat transfer analysis.” ASME Misc. Paper No. 58‐A‐248, American Soc. of Mech. Engr., New York, N.Y.
9.
Schlichting, H. (1979). Boundary‐layer theory. McGraw‐Hill Book Co., 6th Ed., New York, N.Y., 158–162.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 117Issue 3May 1991
Pages: 216 - 234

History

Published online: May 1, 1991
Published in print: May 1991

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Authors

Affiliations

Ronald E. Benson, Jr.
Sr. Project Mgr., Hole, Montes & Associates, Inc., Naples, FL
Benjamin L. Sill, Members, ASCE
Prof. of Civ. Engrg., Clemson Univ., Clemson, SC 29634‐0911

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