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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 nonlinear consolidation
of thin homogeneous layers," Geotechnique 17(3), 261-73.
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U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS.
Larson, M., and Kraus, N. C. (1989). "ASBEACH: Numerical model for simu-
lating storm induced beach change, Report 1: Theory and model foundation,"
Technical Report CERC-89-9, U.S. Army Engineer Waterways Experiment
Station, Vicksburg, MS.
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for a fine-grained marine sediment," J. Geophys. Res. 89(C4), 6543-6552.
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Mehta, A. J., Hayter, E. J., Parker, W. R., Krone, R. B., and Teeter, A. M.
(1989). "Cohesive sediment transport - I: Process description," Journal of
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Parthenaides, E. (1965). "Erosion and deposition of cohesive soils," J. Hydraul.
Div. Am Soc. Civ. Eng. 91(HY1), 105-138.
Scheffner, N. W. (1989). "Disposal site evaluation for the New York Bight,"
Coastal Engineering Research Center, U.S. Army Engineer Waterways
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__________. (1991). "A systematic analysis of disposal site stability." Pro-
ceedings of Coastal Sediments '91, ASCE, 2012-26.
__________. (1992). "Dispersion analysis of Humboldt Bay, California,
interim offshore disposal site," Miscellaneous Paper DRP-92-1, U.S. Army
Engineer Waterways Experiment Station, Vicksburg, MS.
__________. (1994). "Tidal constituent data base - East Coast, Gulf of Mexico,
and Caribbean Sea," DRP Technical Note DRP-1-13, U.S. Army Engineer
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Scheffner, N. W., and Borgman, L. E. (1992). "A stochastic time series repre-
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F13
Appendix F LTFATE Model

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