Chapter 11
Sedimentation Studies for Dam Removal Using HEC-6T
Publication: Sediment Dynamics upon Dam Removal
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REFERENCES
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Leopold, L. B., Wolman, M. G., and Miller, J. P. (1964). Fluvial processes in geomorphology, W. H. Freeman and Co., San Francisco.
Limerinos, J. T. (1970). “Determination of the manning coefficient from measured bed roughness in natural channels.” Geological Survey Water-Supply Paper 1898-B. Prepared in cooperation with the California Department of Water Resources, U.S. Government Printing Office, Washington D.C.
Rosgen, D. (1996). Applied river morphology, Wildland Hydrology, Pagosa Springs, Colo.
Schumm, S. A., Harvey, M. D., and Watson, C. C. (1984). Incised channels: Initiation, evolution, dynamics and control, Water Resources Publications, Littleton, Colo.
Thomas, W. A. (2002). “Bank failure calculations in HEC-6T.” Engineering description, sedimentation in stream networks (HEC-6T), MBH Software, Inc., Clinton, Miss.
U.S. Army Corps of Engineers (USACE). (2002). “Mount St. Helens engineering reanalysis, hydrologic, hydraulics, sedimentation and risk analysis.” Final Report, Design Documentation Report, U.S. Army Corps of Engineers, Portland District, Portland, Ore.
U.S. Army Corps of Engineers (USACE). (1994). Channel stability assessment for flood control projects: Engineering and design manual EM 1110-2-1418, U.S. Army Corps of Engineers, Washington, D.C.
Water Engineering and Technology, Inc. (1987). “Recommended improvements for stabilization of Hotopha Creek watershed.” Prepared for the U.S. Army Corps of Engineers, Vicksburg, Miss., Water Engineering and Technology, Inc., Ft. Collins, Colo.
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Sediment Dynamics upon Dam Removal
Pages: 157 - 171
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Published online: Mar 25, 2013
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