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Gibson, R. E., England, G. L., and Hussey, M. J. L. (1967). "The theory of one-
dimensional consolidation of saturated clays; I. Finite non-linear consolida-
tion of thin homogeneous layers," Geotechnique 17, 261-273.
Johnson, B. H. (1990). "User's guide for models of dredged material disposal in
open water," Technical Report D-90-5, U.S. Army Engineer Waterways
Experiment Station, Vicksburg, MS.
Larson, M., and Kraus, N. C. (1989). "SBEACH: Numerical model for simu-
lating storm induced beach change, Report 1: Empirical foundation and
model development," Technical Report CERC-89-9, U.S. Army Engineer
Waterways Experiment Station, Vicksburg, MS.
Moritz, H. R., and Randall, R. E. (1995). "Simulating dredged-material place-
ment at open-water disposal sites," Journal of Waterway, Port, Coastal, and
Ocean Engineering 121(1).
Poindexter-Rollings, M. E. (1990). "Methodology for analysis of subaqueous
sediment mounds," Technical Report D-90-2, U.S. Army Engineer Water-
ways Experiment Station, Vicksburg, MS.
Scheffner, N. W., Thevenot, M. M., Tallent, J. R., and Mason, J. M. (1995).
"LTFATE: A model to investigate the long-term fate and stability of dredged
material disposal sites; User's guide," Instruction Report DRP-95-1,
U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS.
Teeter, A. M., and Pankow, W. (1989). "Schematic numerical modeling of
harbor deepening effects on sedimentation, Charleston, SC," Miscellaneous
Paper HL-89-7, U.S. Army Engineer Waterways Experiment Station,
Vicksburg, MS.
White, P. (1972). "A sediment transport in channels: A general function,"
Report Int 104, Hydraulics Research Station, Wallingford, England.
E9
Appendix E MDFATE Model

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