References
U.S. Army Corps of Engineers (1981b). The Streambank Erosion Control Evaluation and
Demonstration Act of 1974. Final Report to Congress, Appendix C - Geotechnical
Research.
U.S. Army Corps of Engineers (1981c). Streambank Erosion Control and Demonstration
Project (Section 32). Final Report to Congress, Appendix F - Yazoo River Basin
Demonstration Projects.
U.S. Army Corps of Engineers (1981d) Streambank Erosion Control and Demonstration
Project (Section 32), Final Report to Congress, Appendix H - Evaluation of Existing
Projects.
U.S. Army Corps of Engineers (1984). Lower Mississippi Valley Division, Vicksburg, MS,
12 July 1984 memo on revetments from Chief, River Engineering Branch to Chief,
Engineering Division.
U.S. Army Corps of Engineers (1988). Final Supplement III - Environmental Impact
Statement, Sacramento River Bank Protection Project. U.S. Army Corps of Engineers
Sacramento District and the Reclamation Board, State of California.
U.S. Army Corps of Engineers (1990). Construction with Large Stone. Engineer Manual
1110-2-2302.
U.S. Army Corps of Engineers (1991) Hydraulic Design of Flood Control Channels, EM-
1110-2-1601.
U.S. Army Corps of Engineers (1993). Scour and Deposition in Rivers and Reservoirs
(HEC-6).
U.S. Army Corps of Engineers (1994). Channel Stability Assessment for Flood Control
Projects. EM1110-2-1418.
U.S. Department of Agriculture (1977). Design of open channels. Tech. Rel. No. 25.
U.S. Soil Conservation Service (1976). Hydraulic Design of Riprap Gradient Control
Structures. Technical Release No. 59 and Amendment 1 dated 10 April 1986, U.S.
Department of Agriculture, Washington, DC.
USSR (1936). Standards for permissible non-eroding velocities. Bureau of the Methodology
of the Hydro-Energo Plan, Gidrotekh-niches Koye Stroitel'stvo, Obedinennoe
Nanchno-Tekhnich-eskoe 12 dated'stvo., Moscow.
Vanoni, V.A., and Pollack, R.E. (1959). Experimental Design of Low Rectangular Drops for
Alluvial Flood Channels. Report No. E-82, California Institute of Technology,
Pasadena, CA.
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