Riprap Design
Publication: Journal of Hydraulic Engineering
Volume 115, Issue 7
Abstract
A riprap design procedure is developed that is based on local average velocity and local depth. This procedure addresses the influence of riprap gradation, blanket thickness, side slope angle, and channel bends. Example designs are presented.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Anderson, A. G., Paintal, A. J., and Davenport, J. T. (1968). “Tentative design procedure for riprap lined channels.” Project Report No. 96, St. Anthony Falls Hydr. Lab., Univ. of Minnesota, Minneapolis, Minn.
2.
Bettess, R. (1984). “Initiation of sediment transport in gravel streams.” Proceedings of the Institution of Civil Engineers, Technical Note 407, Part 2.
3.
Blench, T. (1966). Discussion of “Sediment transportation mechanics: initiation of motion.” J. Hydraulics Div., ASCE, 92(HY5), 287–288.
4.
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, Calif.
5.
Bogardi, J. L. (1978). “Sediment transport in alluvial streams.” Akademiai Kiado, Budapest.
6.
California Division of Highways. (1970). “Bank and shore protection in California highway practice.” State of California, Department of Public Works, Sacramento, Calif.
7.
Grace, J. L., Jr., Calhoun, C. C., Jr., and Brown, D. N. (1973). “Drainage and erosion control facilities; field performance investigation.” Miscellaneous Paper H‐73‐6, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
8.
Hughes, W. C., Urbonas, B., and Stevens, M. A. (1983). “Guidelines for the design of riprap channel linings.” D. B. Simons Symposium on Erosion and Sedimentation, R. M. Li and P. S. Lagasse, Eds., Fort Collins, Colo., 4.106–4.127.
9.
Isbash, S. V. (1935). “Construction of dams by dumping stones in flowing water.” Translated by A. Dorijikov, U.S. Army Engineer District, Eastport, Me.
10.
Lane, E. W. (1953). “Progress report on results of studies on the design of stable channels.” Hydrualic Laboratory Report No. Hyd‐352, U.S. Bureau of Reclamation, Denver, Colo.
11.
Li, R. M., et al. (1976). “Probabilistic approach to design of riprap for river bank protection.” Symposium on Inland Waterways for Navigation, Flood Control, and Water Diversions, Colorado State University, Fort Collins, Colo., Vol. II, 1572–1591.
12.
Maynord, S. T. (1978). “Practical riprap design.” Miscellaneous Paper H‐78‐7, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
13.
Maynord, S. T. (1988). “Stable riprap size for open channel flows.” Technical Report HL‐88‐4, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.; dissertation presented to Colorado State University, Fort Collins, Colo., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
14.
Meyer‐Peter, E., and Muller, R. (1948). “Formulas for bed‐load transport.” International Association for Hydraulic Structures Research, Second Meeting, Stockholm, Appendix2, 39–64.
15.
Neill, C. R. (1967). “Mean velocity criterion for scour of coarse uniform bed‐material.” International Association on Hydraulic Research, 12th Congress, Paper C6, 3, C6.1‐C6.9.
16.
Neill, C. R., and Key, R. D. (1982). “Gravel‐bed rivers: engineering problems.” Gravel‐bed Rivers, Hey, Bathurst, and Thorne, Eds., Wiley and Sons, Chicester, N.Y.
17.
Neill, C. R., and Van Der Giessen. (1966). Discussion of “Sediment transportation mechanics: initiation of motion,” by Task Committee on Preparation of Sedimentation Manual, J. Hydraulics Div., ASCE, 92 (HY5), 280–287.
18.
Office, Chief of Engineers, U.S. Army. (1970). “Hydraulic design of flood control channels.” Engineering Manual 1110‐2‐1601, U.S. Goverment Printing Office, Washington, D.C.
19.
Office, Chief of Engineers, U.S. Army. (1971). “Additional guidance for riprap channel protection.” Engineering Technical Letter 1110‐2‐120, U.S. Government Printing Office, Washington, D.C.
20.
Reese, A. (1984). “Riprap sizing—Four methods.” Proceedings of the American Society of Civil Engineers Hydraulics Specialty Conference, Coeur d'Alene, Id, 397–401.
21.
Stevens, M. A., and Simons, D. B. (1971). “Stability analysis for coarse granular material on slopes.” River Mechanics, H. W. Shen, Ed., Fort Collins, Colo., 1, 17‐1–17‐27.
22.
Straub, L. G. (1953). “Dredge fill closure of Missouri River at Fort Randall.” Proceedings of Minnesota International Hydraulics Convention, Minneapolis, Minn., 61–75.
23.
Ulrich, T. (1987). “Stability of rock protection on slopes.” J. Hydraulic Engrg., ASCE, 113(HY7), 879–891.
Information & Authors
Information
Published In
Copyright
Copyright © 1989 ASCE.
History
Published online: Jul 1, 1989
Published in print: Jul 1989
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.