Discussion and Closure: Sizing Dumped Rock Riprap
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References
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Abt, S. R. et al. (1988). “Development of riprap design criteria by riprap testing in flumes: Phase II.”, Colorado State University, Oak Ridge National Laboratory, Oak Ridge, Tenn.
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Anderson, A. G., Paintal, A. J., and Davenport, J. T. (1968). “Tentative design procedure for riprap lined channels.” Proj. Rep. No., St. Anthony Falls Hydr. Lab., University of Minnesota, Minneapolis, Minn.
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Bettess, R. (1984). “Initiation of sediment transport in gravel streams.” Proc., Inst. of Civ. Engrs., Tech. Note 407, Part 2.
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Bogardi, J. L. (1978). Sediment transport in alluvial streams. Akademiai Kiado, Budapest, Hungary.
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“Hydraulic design of flood control channels.” (1994). Engr. Manual No., U.S. Army Corps of Engineers, Washington, D.C.
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Maynord, S. T. (1988). “Stable riprap size for open channel flows.” Tech. Rep., U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
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Maynord, S. T. (1992). “Riprap stability: studies in near-prototype size laboratory channel.” Tech. Rep., U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
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Meyer-Peter, E., and Muller, R. (1948). “Formulas for bed load transport.” International Association for Hydraulic Structures Research, Second Meeting, Stockholm, Sweden, Appendix 2, 39–64.
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Neill, C. R. (1967). “Mean velocity criterion for scour of coarse uniform bed material.” Paper C6, International Association on Hydraulic Research, 12th Congr., Colorado State University, Fort Collins, Colo., 3 C6.1–C6.9.
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Ulrich, T. (1987). “Stability of rock protection on slopes.” J. Hydr. Engrg., ASCE, 113(7), 879–891.
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Published In
Journal of Hydraulic Engineering
Volume 124 • Issue 6 • June 1998
Pages: 652 - 653
Copyright
Copyright © 1998 American Society of Civil Engineers.
History
Published online: Jun 1, 1998
Published in print: Jun 1998
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