Appendix A: Design Procedure for Riprap Armor
REFERENCES
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slopes in coarse, non-cohesive material, Hydraulic Laboratory Report No. HYD-366,
U.S. Bureau of Reclamation, Denver, CO.
Maynord, S.T. (1988). Stable riprap size for open channel flows, Technical Report HL-88-4,
U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS, March.
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Basins, Delft University Press, Delft, The Netherlands.
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stone, EM 1110-2-2302, U.S. Government Printing Office, Washington DC.
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riprap channel protection, ETL 1110-2-120, U.S. Government Printing Office,
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U.S. Army Corps of Engineers, Headquarters (1986). Seepage analysis and control for dams,
EM 1110-2-1901, U.S. Government Printing Office, Washington DC.
U.S. Army Corps of Engineers, Office, Chief of Engineers (1988). Hydraulic design criteria,
U.S. Government Printing Office, Washington DC.
Ahmed, A. (1987). Stability of riprap side slopes in open channels, Phd Thesis, University
of Southampton.
Anderson, A.G. (1968). Tentative design procedure for riprap lined channels, National
Cooperative Highway Research Progam, St. Anthony Falls Hydraulic Laboratory
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Blodgett, J.C., and McConaughy, C.E. (1986). Rock riprap design for protection of stream
channels near highway structures, Vol. 2, evaluation of riprap design procedures,
Water Resources Investigations Report 86-4128, U.S. Geological Survey,
Sacramento, CA.
California Division of Highways (1970). Bank and shore protection, State of California,
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