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Figure F3. Simulated Sand Island cross section 1,500 ft below centerline
Ariathurai, R., MacArthur, R. C., and Krone, R. B. (1977). "Mathematical
model of estuarial sediment transport," Technical Report D-77-12, U.S. Army
Engineer Waterways Experiment Station, Vicksburg, MS.
Bijker, E. W. (1971). "Longshore transport computations," Journal of the
Waterways, Harbors, and Coastal Engineering Division (WW4), 687-701.
Borgman, L. E., and Scheffner, N. W. (1991). "The simulation of time
sequences of wave height, period, and direction," Technical Report DRP-91-
2, U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS.
Cargill, K. W. (1982). "Consolidation of soft layers by finite strain theory,"
Miscellaneous Paper GL-82-3, U.S. Army Engineer Waterways Experiment
Station, Vicksburg, MS.
__________. (1985). "Mathematical model of the consolidation/desiccation
process in dredged material," Technical Report D-85-4, U.S. Army Engineer
Waterways Experiment Station, Vicksburg, MS.
Corson, W. D., Resio, D. T., and Vincent, C. L. (1980). "Wave information
study of US coastlines; Surface pressure field reconstruction for wave hind-
casting purposes, Report 1," Technical Report HL-80-11, U.S. Army Engi-
neer Waterways Experiment Station, Vicksburg, MS.
F12
Appendix F LTFATE Model
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