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Ayres Associates, âDesign Manual for Articulating Concrete Block Sys- tems,â prepared for Harris County Flood Control District under Project No. 32-0366.00, Fort Collins, CO, (2001) Bedingfield, L., and Hourani, N.M., âScour Surveying and Countermea- sures in Massachusetts,â Federal Highway Administration, Report No. FHWA-RD-90-035 (1989). Bertoldi, D., and Kilgore, R., âTetrapods as a Scour Countermeasure,â Hydraulic Engineering, Vol. 2, 1993 National Conference on Hydraulic Engineering, 25â30 July, San Francisco, CA, ASCE, New York, pp. 1385â1390 (1993). Bertoldi, D.A., Jones, J.S., Stein, S.M., Kilgore, R.T., and Atayee, A.T., âAn Experimental Study of Scour Protection Alternatives at Bridge Piers,â FHWA-RD-95-187, Federal Highway Administration, Washington, D.C. (1996). Bonasoundas, M., âStrömungsvorgang und kolkproblem,â Report No. 28, Oskar V. Miller Institute, Tech. Univ. Munich, Germany (1973). Brauns, J., Heibaum, M., and Schuler, U., (eds.), Filters in Geotechnical and Hydraulic Engineering, First International Conference (Geo- Filters), Karlsruhe, Germany, 20-22 October 1992, A.A. Balkema Publishers, Brookfield, VT, 403 p. (1993). Brebner, A., âPerformance of Dolos Blocks in an Open Channel Situa- tion,â Proceedings 16th Annual Conference on Coastal Engineering, Hamburg, West Germany, August, pp. 2305â2307 (1978). Breusers, H.N.C., and Raudkivi, A.J., âScouring,â IAHR, Hydraulic Structures Design Manual 2 (1991). Breusers, H.N.C., Nicollet, G., and Shen, H.W., âLocal Scour Around Cylindrical Piers,â IAHR Journal of Hydraulic Research, Vol. 15, No. 3, pp. 211â252 (1977). Brice, J.C., and Blodgett, J.C., âCountermeasure for Hydraulic Prob- lems at Bridges,â Volumes 1 and 2, FHWA-RD-78-162 and 163, USGS, Menlo Park, CA, (1978). Brown, S.A., and Clyde, E.S., âDesign of Riprap Revetment,â Hydraulic Engineering Circular No. 11 (HEC-11), FHWA-IP-016, Federal Highway Administration, Washington, D.C. (1989). Bryson, D.W., Ghere, D.G., and Hulbert, W.H., âEuropean Practice for Bridge Scour and Stream Instability Countermeasures,â Trans- portation Research Record 1696, Vol. 2, pp. 236â243 (2000). Burns, R.S., Fotherby, L.M., Ruff, J.F., and Carey, J.M., âDesign Exam- ple for Bridge Pier Scour Measures Using Toskanes,â Transportation Research Record 1523, pp. 173â177 (1996). Federal Waterway Engineering and Research Institute (BAW), âCode of Practice â Use of Cement Bonded and Bituminous Materials for Grouting of Armor Stones on Waterwaysâ (MAV), Karlsruhe, Germany (1990). Federal Waterway Engineering and Research Institute (BAW), âGuide- lines for Testing of Cement and Bitumen Bonded Materials for Grouting of Armor Stones on Waterwaysâ (RPV), Karlsruhe, Ger- many (1991). Federal Waterway Engineering and Research Institute (BAW), âCode of Practice â Use of Geotextile Filters on Waterwaysâ (MAG), Karls- ruhe, Germany (1993). Federal Waterway Engineering and Research Institute (BAW), âCode of Practice â Use of Standard Construction Methods for Bank and Bot- tom Protection on Waterwaysâ (MAR), Karlsruhe, Germany (1993). Federal Waterway Engineering and Research Institute (BAW), âGuide- lines for Testing Geotextile Filters in Navigable Waterways (RPG), Karlsruhe, Germany (1994). Centre for Civil Engineering Research and Codes (CUR), Manual on the Use of Rock in Hydraulic Engineering, CUR/RWS Report 169, Road and Hydraulics Division, A.A. Balkema Publishers, Rotterdam, Netherlands (1995). Chang, F.F.M., âA Statistical Summary of the Cause and Cost of Bridge Failures,â Federal Highway Administration, U.S. Department of Transportation, Washington, D.C. (1973). Chen, Y.H., and Cotton, B.A., âDesign of Roadside Channels with Flex- ible Linings,â Hydraulic Engineering Circular No. 15, Federal Highway Administration, Publication FHWA-IP-87-7, USDOT/ FHWA, Washington, D.C. (1988). Chiew, Y.M., âScour Protection at Bridge Piers,â ASCE Journal of Hydraulic Engineering, Vol. 118, 9, pp. 1260â9 (1992). Chiew, Y.M., âRiprap Protection Around a Bridge Pier,â 9th Congress of the APD of the IAHR, Singapore, Proc. Vol. 121, No. 9, pp. 11â17, (1994). A P P E N D I X A Bibliography of Current Practice
Chiew, Y.M., âMechanics of Riprap Failure at Bridge Piers,â ASCE Jour- nal of Hydraulic Engineering, Vol. 121, No. 9, pp. 635â643 (1995). Chiew, Y.M., and Lim, F.H., âFailure Behavior of Riprap Layer at Bridge Piers Under Live-Bed Conditions,â ASCE Journal of Hydraulic Engineering, Vol. 126, No. 1, pp. 43â55 (2000). Cotton, G.K., âRiprap Design at Bridges â Factor of Safety Approach,â Stream Stability and Scour at Highway Bridges: Compendium of Papers: ASCE Water Resources Engineering Conferences 1991 to 1998, E.V. Richardson and P.F. Lagasse (eds.), pp. 879â892 (1998). Croad, R.N., âEffect of Riprap on Pier Scour,â Central Laboratories, Report No. 90-23201, New Zealand (1990). Croad, R.N., âProtection from Scour of Bridge Piers Using Riprap,â Transit New Zealand Research Report No. PR3-0071, Wellington, NZ, 77 p. (1997). Denver Regional Council of Governments, âUrban Storm Drainage Criteria Manual,â Wright-McLaughlin Engineers, Engineering Consultants, Denver, CO, Vol. 2 (1969). Eisenhauer, N.O., and Rossbach, B., âTesting the Effectiveness of Scour Countermeasures by Physical Modeling,â Transportation Research Board, Transportation Research Record 1696, Vol. 2, pp. 251â257 (2000). Escarameia, M., âRiver and Channel Revetments: A Design Manual,â Thomas Telford Ltd., London, UK, 245 p. (1998). Farraday, R.V., and Charlton, F.H., âHydraulic Factors in Bridge Design,â Hydraulic Research Station, Wallingford, England, 102 pp. (1983). Fitch, G.M., âMinimizing the Impact on Water Quality of Placing Grout Underwater to Repair Bridge Scour Damage,â Final Report, VTRC 03-R16, Virginia Transportation Research Council, Char- lottesville, VA (2003). Fotherby, L.M., âFootings, Mats, Grout Bags, and Tetrapods; Protection Methods Against Local Scour at Bridge Piers,â MS Thesis, Colorado State University, Fort Collins, CO (1992). Fotherby, L.M., âAlternatives to Riprap for Protection Against Local Scour at Bridge Piers,â Transportation Research Record 1420, pp. 32â38 (1993). 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Froehlich, D.C., âRiprap Particle Stability by Moment Analysis,â In: Managing Water: Coping with Scarcity and Abundance, Proceedings of Theme A, 27th IAHR Congress, F.M. Holly, Jr., A. Alsaffar, M. English, and A. Szollosi-Nagy (eds.), San Francisco, CA, pp. 172â177 (1997). Froehlich, D.C., and Benson, C.A., âSizing Dumped Rock Riprap,â ASCE Journal of Hydraulic Engineering, Vol. 122, No. 7, pp. 389â396 (1996). Galay, V.J., Yaremko, E.K, and Quazi, M.E., âRiver Bed Scour and Con- struction of Stone Riprap Protection,â Sediment Transport in Gravel-Bed Rivers, John Wiley and Sons Ltd., pp. 353â383 (1987). Geosyntec Consultants, âGeotextile Filter Design Manual,â prepared for the Nicolon Corporation under Project No. GE1252, Norcross, GA (1991). Geosyntec Consultants, âGeotextile Filter Design Manual,â Norcross, GA (1998). Gomez, R.P., âControlling Bridge Pier Scour by Rip-Rapping,â M.S. Thesis, University of Arizona, p. 73 (1987). Graziano, F., Jones, J.S., and Parola, A.C., âDesign of Riprap to Protect Bridge Piers from Local Scour,â Public Roads, Vol. 54, pp. 193â199 (1990). Hagerty, D.J., and Parola, A.C., âSeepage Effects in Some Riprap Revet- ments,â ASCE Journal of Hydraulic Engineering, Vol. 127, Issue 7, pp. 556â566 (2001). Heibaum, M.H., âScour Countermeasures using Geosynthetics and Partially Grouted Riprap,â Transportation Research Record 1696, Vol. 2, pp. 244â250 (2000). Heibaum, M.H., âGeotechnical Parameters of Scouring and Counter- measures,â ICSMGE Workshop âScour of Foundationsâ, XVth International Conference on Soil Mechanics and Geotechnical Engineering, 27â31 August 2001, Instanbul, Turkey, pp. 7 (2001). Heibaum, M.H., âGeotechnical Parameters of Scouring and Scour Countermeasures,â Mitteilungsblatt der Bundesanstalt für Wasser- bau Nr. 85 [J. Federal Waterways Engineering and Research Insti- tute, No. 85], Karlsruhe, Germany (2002). 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