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Technical Note DOER-N4
May 1999
assume with some confidence that the sediment would be stable or mobile, respectively. The
obvious advantage of this grain-size depth of residence tool is that it can be applied quickly and
easily to estimate the depth of motion of sediments for given hydrodynamic conditions.
ACKNOWLEDGMENTS: This m e th o d i s b a s e d o n r e s e a r c h b y D r . N o r m S c h e f f n e r ,
Ms. Michelle Thevenot, Mr. James Tallent, and Mr. John Mason while developing the LTFATE
model under the Dredging Research Program. Their contributions are gratefully acknowledged.
POINT OF CONTACT: The model or additional information can be obtained by from one of the
authors, Dr. Joe Gailani (601-634-4851, j.gailani@cerc.wes.army.mil), Mr. Jack Davis (601-634-
3006, j.davis@cerc.wes.army.mil), Ms. Cheryl Pollock (601-634-4029, c.pollock@cerc.wes.army.
mil), or the managers of the Dredging Operations Environmental Research Program, Mr. E. Clark
McNair (601-634-2070, mcnairc@wes.army.mil) and Dr. Robert M. Engler (601-634-3624,
englerr@wes.army.mil). This technical note should be cited as follows:
Gailani, J., Davis, J., and Pollock, C. (1999). "MODEL: Sediment grain-size depth of
residence," DOER Technical Notes Collection (TN DOER-N4), U.S. Army Engineer
Research and Development Center, Vicksburg, MS. www.wes.army.mil/el/dots/doer
REFERENCES:
Ackers, P., and White, W. R. (1973). "Sediment transport: New approach and analysis," J. Hydraul., Div. Am. Soc.
Civ. Eng., 99(HY11), 2041-2060.
Bijker, E. (1971). "Longshore transport computations," J. Waterways, Harbors and Coastal Eng. Div. Am. Soc. Civ.
Eng., 97(WW4), 687-701.
Brownlie, W. R. (1981). "Prediction of flow depth and sediment discharge in open channels," Report KH-R-43A, W. M.
Keck Laboratory of Hydraulics and Water Resources, California Institute of Technology, Pasadena, CA.
Chow, V. T. (1959). Open channel hydraulics. McGraw-Hill Book Company, New York.
Ippen, A. T., ed. (1966). Estuary and coastline hydrodynamics. McGraw-Hill Book Co., Inc., New York.
Johnson, B. H., and Fong, M. T. (1993). "Development and verification of numerical models for predicting the initial
fate of dredged material disposed in open water; Report 2, Theoretical developments and verification results,"
Dredging Research Program Technical Report DRP-93-1, U.S. Army Engineer Waterways Experiment Station,
Vicksburg, MS.
Jonsson, I. G. (1966). "Wave boundary layers and friction factors." Proc.Coast. Engrg. Conf., 10th, Tokyo, Japan.
Moritz, H. R., and Randall, R. E. (1995). "Simulating dredged-material placement at open-water disposal sites,"
J. Waterways, Harbors and Coastal Eng. Div. Am. Soc. Civ. Eng., 121(1).
Scheffner, N. W. (1996). "Systematic analysis of long-term fate of disposed dredged material," J. Waterways, Harbors
and Coastal Eng. Div. Am. Soc. Civ. Eng., 122(3).
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 mounds; Users guide," Instruction Report DRP-95-1, U.S.
Army Engineer Waterways Experiment Station, Vicksburg, MS.
Swart, D. H. (1976). "Predictive equations regarding coastal transports," Coastal Engineering 2.
Van De Graff, J., and Van Overeem, J. (1979). "Evaluation of sediment transport formulae in coastal engineering
practice," Coast. Engrg., Amsterdam, 3, 1-32.
White, W. R. (1972). "Sediment transport in channels: A general function," INT 104, Wallingford Hydraulics
Research Station, Wallingford, U.K.
6

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