Appendix B
Riprap Design
Publication: Sedimentation Engineering: Processes, Measurements, Modeling, and Practice
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REFERENCES
Abt, S.R., et al. (1988). “Development of riprap design criteria by riprap testing in flumes II.” NUREG/CR-4651, ORNL/TM-10100/V2, Vol. 2, prepared for the U.S. Nuclear Regulatory Commission, Washington, D.C., Colorado State University, Fort Collins, Colo., and Oak Ridge National Laboratory, Oak Ridge, Tenn.
Abt, S.R., and Johnson, T. L. (1991). “Riprap design for overtopping flow.” Journal of Hydraulic Engineering, ASCE, 117(8), 959–972.
Ackers, P.And White, W.R. (1973). “Sediment transport: New approach and analysis,” Journal of the Hydraulics Division, ASCE, 99 (HY11), 2041–2060.
Ahmed, A. F. (1988). “Stability of riprap side slopes in open channels.” Thesis, University of Southampton, U.K.
Ahrens, J. P. (1995). “Design considerations for dynamic revetments.” River, coastal and shoreline protection, erosion control using riprap and armourstone, Thorne C. R., Abt S. R., Barends F. B. J., Maynord S. T., and Pilarczyk K. W., eds., Wiley, New York, 267–280.
Anderson, A.G., Paintal, A. S., and Davenport, J. T. (1970). “Tentative design procedure for riprap-lined channels.” National Cooperative Highway Research Program Report No. 108, University of Minnesota, Minneapolis, Minn.
Bakker, K.J., Verheij, H. J., and de Groot, M. B. (1994). “Design relationship for filters in bed protection.” Journal of Hydraulic Engineering, ASCE, 120(9), 1082–1088.
Bergh, H., and Magnusson, N. (1987). “Propeller erosion and protection methods used in ferry terminals in the port of Stockholm.” PIANC Bulletin 58, Brussels, Belgium.
Bhowmik, N.G., Soong, T. W., Reichelt, W. F., and Seddik, N. M. L. (1992). “Waves generated by recreational traffic on the Upper Mississippi River System.” Special Report 92-S003, U.S. Fish and Wildlife Service, Onalaska, Wis.
Blaauw, H.G., and van de Kaa, E. J. (1978). “Erosion of the bottom and sloping banks caused by the screw race of maneuvering ships.” Pub. 202, Delft Hydraulics Laboratory, Delft, The Netherlands.
Blench, T. (1969). Mobile-bed fluviology, University of Alberta Press, Alberta, Canada.
Blodgett, J.C., and McConaughy, C. E. (1986). “Rock riprap design for protection of stream channels near highway structures.” Water-Resources Investigations Report 86–4128, U.S. Geological Survey, Sacramento, Calif.
Bogardi, J. L. (1978). “Sediment transport in alluvial streams.” Akademiai Kiado, Budapest, Hungary.
Brauns, J., Schuler, U., and Heibaum, M. (1993). Filters in geo-technical and hydraulic engineering, Balkema, Rotterdam, The Netherlands.
Bridge, J.S. (1982). “A revised mathematical model and FORTRAN IV program to predict flow, bed topography, and grain size in open-channel bends.” Computers and Geosciences 8(1), 91–95.
Brown, S.A., and Clyde, E. S. (1989). “Design of riprap revetment.” Hydraulic Engineering Circular No. 11, Federal Highway Administration, McLean, Va.
California Division of Highways (CDH). (1970). Bank and shore protection in California highway practice. California Department of Public Works, Sacramento, Calif.
Center for Civil Engineering Research and Codes (CUR). (1995). Manual on the use of rock in hydraulic engineering. Rijkswaterstaat, Balkema, Rotterdam, The Netherlands.
Chang, H.H. (1998). “Riprap stability of steep slopes.” International Journal of Sediment Research 13(2), 40–50.
Chow, V. T. (1959). Open-channel hydraulics. McGraw-Hill, New York.
Christensen, B. A. (1995). “Optimum design of riprap-protected trapezoidal channels.” River, coastal and shoreline protection, erosion control using riprap and armourstone. Thorne C. R., Abt S. R., Barends F. B. J., Maynord S. T., and Pilarczyk K. W., eds., Wiley, New York, 105–114.
Corry, M.L., Thompson, P. L., Watts, F. J., Jones, J. S., and Richards, D. L. (1983). “Hydraulic design of energy dissipators for culverts and channels.” HEC No. 14, Hydraulics Branch, Bridge Division, Office of Engineering, Federal Highway Administration, Washington, D.C.
Derrick, D.L., and Northcutt, G. (1996). Bendway weirs take bank stabilization in new directions, Erosion Control, International Erosion Control Association, Reno, Nev.
Dittrich, A. (1998). “Stability of biological engineering methods.” Water resources engineering ‘98, ASCE, Reston, Va., 417–422.
Einstein, H. A. (1950). “The bedload function for sediment transportation in open channels.” Technical Bulletin 1026,U.S. Department of Agriculture, Soil Conservation Service, Washington, D.C.
Escarameia, M. (1998). River and channel revetments, a design manual. Thomas Telford, London.
Escarameia, M., and May, R.W. P. (1992). “Channel protection downstream of structures.” Rep. SR 313, HR Wallingford, London.
Farabee, G. B. (1986). “Fish species associated with revetted and main channel border habitats in Pool 24 of the Upper Mississippi River.” North American Journal of Fisheries Management 6, 504–508.
Forchheimer, P. (1914). Hydraulik. Teubner, Leipzig/Berlin.
Froehlich, D.C., and Benson, C. A. (1996). “Sizing dumped rock riprap.” Journal of Hydraulic Engineering, ASCE, 122(7), 389–396.
Fuehrer, M., Romisch, K., and Engelke, G. (1981). “Criteria for dimensioning the bottom and slope protections and for applying the new methods of protecting navigation channels.” 25th Permanent International Association of Navigation Congress, Edinburgh, Scotland.
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.
Hagerty, D. J. (1991a). “Piping/sapping erosion. I: Basic considerations.” Journal of Hydraulic Engineering, ASCE, 117(8), 991–1008.
Hagerty, D. J. (1991b). “Piping/sapping erosion. II: Identification-diagnosis.” Journal of Hydraulic Engineering, ASCE, 117(8), 1009–1025.
Haltiner, J. (1995). “Environmentally sensitive approaches to river channel management.” River, coastal and shoreline protection, erosion control using riprap and armourstone, Thorne C. R., Abt S. R., Barends F. B. J., Maynord S. T., and Pilarczyk K. W., eds., Wiley, New York, 545–556.
Harvey, M. D., and Sing, E. F. (1989). “The effects of bank protection on river morphology.” Proceedings of the 1989 ASCE National Conference on Hydraulic Engineering, ASCE, New York, 212–217.
Hemphill, R.W., and Bramley, M. E. (1989). “Protection of river and canal banks.” Construction Industry Research and Information Association, Butterworths, London.
Hudson, R. Y. (1958). “Design of quarry stone cover layers for rubble-mound breakwaters.” Research Report 2–2, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
Hughes, W.C., Urbonas, B., and Stevens, M. A. (1983). “Guidelines for the design of riprap channel linings.” Symposium on Erosion and Sedimentation, Li R. M. and Lagasse P. S., eds., Bookcraflers, Inc., Chelsea, Mich., 4.106–4.127.
Hunt, R. L. (1998). “Underwater riprap placement.” PhD dissertation, University of Memphis, Memphis, Tenn.
Ikeda, S. Y. (1982). “Incipient motion of sand particles on side slopes.” Journal of the Hydraulics Division, ASCE, 108(HY1), 95–114.
Isbash, S. V. (1935). “Construction of dams by dumping stones in flowing water.” Dovjikov A., translator, War Department, U.S. Engineer Office, Engineering Division, Eastport, Me.
Jain, S.C., Holly, F. H., and Lee, T. H. (1988). “Head loss through porous dike.” Canadian Journal of Civil Engineering,15.
Keulegan, G. H. (1973). “Wave transmission through rock structures.” Research Report H-73–1, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
Knauss, J. (1979). “Computation of maximum discharge at over-flow rockfill dams.” Proc., 13th International Commission on Large Dams, New Delhi, 143–159.
Laan, G. J. (1995). “Quality and quality control of stone for hydraulic structures.” River, coastal and shoreline protection, erosion control using riprap and armourstone, Thorne C. R., Abt S. R., Barends F. B. J., Maynord S. T., and Pilarczyk K. W., eds., Wiley, New York, 441–458.
Lane, E. W. (1955). “Design of stable channels.” Transactions, ASCE, 120, (2776), 1234–1279.
Li, R.M., Simons, D. B., Blinco, P. H., and Samad, M. A. (1976). “Probabilistic approach to design of riprap river bank protection.” Rivers ‘76 Symposium on Inland Waterways for Navigation, Flood Control, and Water Diversions, Vol.I, ASCE, Ft. Collins, Colo., 1572–1591.
Lister, D.B., Beniston, R. J., Kellerhals, R., and Miles, M. (1995). “Rock size affects juvenile salmonid use of streambank rip-rap.” River, coastal and shoreline protection, erosion control using riprap and armourstone, Thorne C. R., Abt S. R., Barends F. B. J., Maynord S. T., and Pilarczyk K. W., eds., Wiley, New York, 621–634.
Maynord, S. T. (1988). “Stable riprap size for open channel flows.” Technical Rep. HL-88–4, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
Maynord, S. T. (1992). “Riprap stability: Studies in near-prototype size laboratory channel.” Technical Rep. HL-92–5, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
Maynord, S. T. (1993). “Flow impingement, Snake River, Wyoming.” Technical Rep. HL-93–9, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
Maynord, S. T. (1996). “Toe-scour estimation in stabilized bendways.” J. of Hydraulic Engineering, ASCE, 122(8), 460–464.
Maynord, S. T. (2005). “Wave height from planing and semi-planing small boats.” River Research and Applications,21, 1–17.
Neill, C. R. (1967). “Mean velocity criterion for scour of coarse uniform bed-material.” International Association for Hydraulic Research, 12th Congress, Paper C6, 3, C6.1–C6.9.
Neill, C.R. (1973). “Guide to bridge hydraulics.” Published for Roads and Transportation Association of Canada, Univ of Toronto Press, Toronto.
Olivier, H. (1967). “Through and overflow rockfill dams—New design techniques.” Proc. I. C. E., 36, Paper 7012.
Permanent International Association of Navigation Congresses (PIANC). (1987a). “Guidelines for the design and construction of flexible revetments incorporating geotextiles for inland waterways.” Supplement to Bulletin 57, Brussels, Belgium.
Permanent International Association of Navigation Congress (PIANC). (1987b). “Risk consideration when determining bank protection requirements.” Report of Permanent Technical Committee 1, Supplement to Bulletin 58, Brussels, Belgium.
Peterka, A. J. (1963). “Hydraulic design of stilling basins and energy dissipators.” Engineering Monograph No. 25, U.S. Bureau of Reclamation, Denver, Colo.
Pilarczyk, K. W. (1990). “Coastal protection.” Short Course on Coastal Protection, Delft University of Technology, Balkema, Rotterdam, The Netherlands.
Prezedwojski, B., Btazejewski, R., and Pilarczyk, K. W. (1995). River training techniques: Fundamentals, design and applications. Balkema, Rotterdam, The Netherlands.
Racin, J. A. (1996). “California bank and shore rock slope protection design: Practitioner’s guide and field evaluation of riprap methods.” Final Rep. FHWA-CA-TL-95–10, Caltrans Study F90TL03, Sacramento, Calif.
Reese, A. (1984). “Riprap sizing—Four methods.” Proc. ASCE Hydr. Spec. Conf., ASCE, New York.
Rice, C.E., Kadavy, K. C., and Robinson, K. M. (1998). “Roughness of loose riprap on steep slopes.” Journal of Hydraulic Engineering, ASCE, 124(2), 179–185.
Robinson, K.M., Rice, C. E., and Kadavy, K. C. (1997). “Rock chutes for grade control.” Proc. of Conf. on Management of Landscapes Disturbed by Channel Incision, University of Mississippi, Oxford, Miss., 211–216.
Schulz, H. (1995). “Considerations regarding the experience and design of German inland waterways.” River, coastal and shoreline protection, erosion control using riprap and armourstone, Thorne C. R., Abt S. R., Barends F. B. J., Maynord S. T., and Pilarczyk K. W., eds., Wiley, New York, 413–437.
Shafei-Bajestan, M., and Albertson, M. L. (1993). “Riprap criteria below pipe outlet.” Journal of Hydraulic Engineering, ASCE, 119(2), 181–200.
Shen, H.W., and Lu, J. Y. (1983). “Development and prediction of bed armoring.” Journal of Hydraulic Engineering, ASCE, 109(4), 611–629.
Shields, F.D., Cooper, C. M., and Testa, Samuel, III. (1995). “Towards greener riprap: Environmental considerations from microscale to macroscale.” River, coastal and shoreline protection, erosion control using riprap and armourstone, Thorne C. R., Abt S. R., Barends F. B. J., Maynord S. T., and Pilarczyk K. W., eds., Wiley, New York, 557–574.
Shields, F.D., Ethridge, L. T., and Waller, T. N. (1990). “A study of vegetation on revetments, Sacramento River Bank Protection Project.” Technical Rep. HL-90–19, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
Simons, D. B. (1995). “Fundamental concepts of riprap use for channel stabilization.” River, coastal and shoreline protection, erosion control using riprap and armourstone, Thorne C. R., Abt S. R., Barends F. B. J., Maynord S. T., and Pilarczyk K. W., eds., Wiley, New York, 3–16.
Simons, D.B., and Senturk, F. (1977). Sediment transport technology: Water and sediment dynamics. Water Resources Publications, Littleton, Colo.
Sodhi, D. S., Borland, S. L., and Stanley, J. M. (1996). “Ice action on riprap.” CRREL Rep. 96–12, U.S. Army Engineer Cold Regions Research and Engineering Laboratory, Hanover, N. H.
Sotir, R. B. (1998). “Soil bioengineering streambank techniques.” ASCE Water Resources Engineering ‘98, ASCE, Reston, Vo., 477–482.
Sotir, R.B., and Nunnally, N. R. (1995). “Use of riprap in soil bio-engineering streambank protection.” River, coastal and shoreline protection, erosion control using riprap and armourstone, Thorne C. R., Abt S. R., Barends F B. J., Maynord S. T., and Pilarczyk K. W., eds., Wiley, New York, 577–590.
Spring, F. J. E. (1903). “River training and control of the guide bank system.” Technical Paper N. 153, Railway Board, Government of India, New Delhi.
Stephenson, D. (1979). Rockfill in hydraulic engineering, Elsevier, Amsterdam, The Netherlands.
Stevens, M.A., Simons, D. B., and Lewis, G. L. (1976). “Safety factors for riprap protection.” Journal of the Hydraulics Division, ASCE, 102(HY5), 637–655.
Straub, L. G. (1953). “Dredge fill closure of Missouri River at Fort Randall.” Proc of Minnesota International Hydraulics Convention, 61–75.
Thorne, C. R., Abt, S. R., Barends, F. B. J., Maynord, S. T., and Pilarczyk, K. W. (1992). River, coastal and shoreline protection, erosion control using riprap and armourstone, Wiley, New York.
Thorne, C. R., Abt. S. R., and Maynord, S. T. (1996). “Prediction of near-bank velocity and scour depth in meander bends for design of riprap revetments.” in River, coastal and shoreline protection: Erosion control using riprap and armourstone, Thorne C.R., Abt S.R., Barends F.B.J., Maynord S.T., and Pilarczyk K.W., eds., Wiley, New York, 115–133.
Ulrich, T. (1987). “Stability of rock protection on slopes.” Journal of Hydraulic Engineering, ASCE, 113(7), 879–891.
U.S. Army Corps of Engineers (USACE). (1970). “Hydraulic design of flood control channels.” EM 1110-2-1601,U.S. Government Printing Office, Washington, D.C.
U.S. Army Corps of Engineers (USACE). (1981). The Streambank Erosion Control Evaluation and Demonstration Act of 1974, Section 32, Public Law 93–251, Final Report to Congress.
U.S. Army Corps of Engineers (USACE). (1984a). Shore protection manual. 4th Ed., U.S. Army Engineer Waterways Experiment Station, U.S. Government Printing Office, Washington, D.C.
U.S. Army Corps of Engineers (USACE). (1984b). “Use of geotextiles under riprap.” ETL 1110-2-286,U.S. Government Printing Office, Washington, D.C.
U.S. Army Corps of Engineers (USACE). (1986a). “Geotextiles used as filters.” Civil Works Construction Guide Specification CW-02215,U.S. Government Printing Office, Washington, D.C.
U.S. Army Corps of Engineers (USACE). (1986b). “Seepage analysis and control for dams.” EM 1110-2-1901,U.S. Government Printing Office, Washington, D.C.
U.S. Army Corps of Engineers (USACE). (1987). “Hydraulic design of navigation dams.” EM 1110-2-1605,U.S. Government Printing Office, Washington, D.C.
U.S. Army Corps of Engineers (USACE). (1990a). “Construction with large stone.” EM 1110-2-2302,U.S. Government Printing Office, Washington, D.C.
U.S. Army Corps of Engineers (USACE). (1990b). “Hydraulic design of spillways.” EM 1110-2-1603,U.S. Government Printing Office, Washington, D.C.
U.S. Army Corps of Engineers (USACE). (1994). “Hydraulic design of flood control channels.” EM 1110-2-1601,U.S. Government Printing Office, Washington, D.C.
Vanoni, V.A., ed. (1975). “Sedimentation engineering.” ASCE manuals and reports on engineering practice No. 54, American Society of Civil Engineers, Task Committee for the Preparation of the Manual on Sedimentation of the Sedimentation Committee of the Hydraulics Division, New York.
Van Rijn, L. C. (1982). “Equivalent roughness of alluvial bed.” Journal of the Hydraulics Division, ASCE, 108(Hy10), 1215–1218.
Wittler, R. J., and Abt, S. R. (1988). “Riprap design by modified safety factor method.” Proc. of the 1988 National Conference on Hydraulic Engineering, Colorado Springs, Colo., 143–148.
Worman, A. (1989). “Riprap protection without filter layers.” Journal of Hydraulic Engineering, ASCE, 115(12), 1415–1430.
Wuebben, J. L. (1995). “Ice effects on riprap.” River, coastal and shoreline protection: Erosion control using riprap and armourstone, Thorne C.R., Abt S.R., Barends F.B.J., Maynord S.T., and Pilarczyk K.W., eds., Wiley, New York, 513–530.
Zimmermann, C. (1997). “Discussion of ‘Toe-scour estimation in stabilized bendways’ by Stephen T. Maynord.” Journal of Hydraulic Engineering, ASCE, 123(11), 1047–1048.
Zimmermann, C. and Kennedy, J.F. (1978). “Transverse bed slopes in curved alluvial streams” Journal of the Hydraulics Division, ASCE, 104(HY), 33–48.
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