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Rights & Permissions Free PDF Access Sign in to download PDF book and chapters Free Resources Display this book on your site! Related Titles NCHRP Report 516: Pier and Contraction Scour in Cohesive Soils NCHRP Report 515: Portable Scour Monitoring Equipment Other Related Titles NCHRP Report 682: Scour at Wide Piers and Long Skewed Piers (2011) National Cooperative Highway Research Program (NCHRP) Citation Manager Export the bibliographic data for this book in your chosen format Web Search Builder Use this book's key terms to search within this book, across our collection, or across the Web. Skim This Chapter Skim this chapter and use this chapter's key terms to search within this book. Reference Finder Paste in your own text to find books that relate to your topic. Citation Manager Melville, Bruce, Sheppard, D Max, Demir, Huseyin, Transportation Research Board. "References." NCHRP Report 682: Scour at Wide Piers and Long Skewed Piers. Washington, DC: The National Academies Press, 2011. Please select a format: Page 51   E-mail Share on facebook Facebook Share on delicious Delicious Share on stumbleupon Stumble Share on twitter Twitter More Sharing ServicesMore Page 51 Front Matter (R1-R9) Summary (1-3) Project Description (4-4) Report Organization (5-5) Chapter 2 - Research Approach (6-7) Equilibrium Local Scour Data (8-8) Assessment of Data Quality (9-13) Local Scour Evolution Data (14-15) Introduction (16-18) Initial Screening of Equilibrium Scour Predictive Equations (19-23) Modifications to Equilibrium Scour Predictive Methods (24-25) Evaluation of Equilibrium Scour Predictive Methods (26-36) Introduction (37-39) Modifications of Scour Evolution Predictive Methods (40-40) Final Evaluation of Scour Evolution Predictive Methods (41-44) Chapter 6 - Scour at Piers Skewed to the Flow (45-47) Summary (48-49) Recommendations for Future Research (50-50) References (51-52) List of Symbols (53-54) Appendices (55-55) Abbreviations used without definitions in TRB publications (56-56)

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51 References Ahmad, M. (1953). "Experiments on design and behavior of spur dikes." Froehlich, D. C. (1988). "Analysis of onsite measurements of scour at In: International Hydraulics Convention, St. Anthony Falls Hydraulics piers." In: ASCE National Hydraulic Engineering Conference, ASCE, Laboratory, Minneapolis, MN, 149­159. Colorado Springs, Colorado, 534­539. Ansari, S. A., and Qadar, A. (1994). "Ultimate depth of scour around Gao, D., Posada, G. L., and Nordin, C. F. (1993). "Pier scour equa- bridge piers." In: Proc. ASCE National Hydraulics Conference, Buffalo, tions used in the Peoples Republic of China." FHWA-SA-93-076, New York, 51­55. Washington, D.C. Blench, T. (1969). Mobile-Bed Fluviology, University of Alberta Press, Graf, (1995). "Load scour around piers." Annual Report, Laboratoire Edmonton, Canada. de Recherches Hydrauliques, École Polytechnique Fédérale de Breusers, H. N. C. (1965). "Scour around drilling platforms." Inter- Lausanne, Lausanne, Switzerland, pp. B. national Association of Hydraulic Research. Grimaldi, C. (2005). "Non-conventional countermeasures against local Breusers, H. N. C., Nicollet, G., and Shen, H. W. (1977). "Local scour scouring at bridge piers," Ph.D. dissertation, Università della around cylindrical piers." Journal of Hydraulic Research, 15(3), Calabria, Arcavacata di Rende, Italy. 211­252. Hancu, S. (1971). "Sur le calcul des affouillements locaux dans la zone Breusers, H. N. C., and Raudkivi, A. J. (1991). "Scouring." In: Hydraulic des piles des ponts." In: 14th International Association of Hydraulic Structures Design Manual, International Association of Hydraulic Research Congress, Paris, France, 299­313. Research, Balkema, 143 p. Inglis, S. C. (1949). "Maximum depth of scour at heads of guide banks Chabert, J., and Engeldinger, P. (1956). "Étude des affouillements autour and groynes, pier noses, and downstream of bridges--The behavior des piles de ponts." Laboratoire National d'Hydraulique, Chatou, and control of rivers and canals." Indian Waterways Experimental France (in French). Station, Poona, India. Chang, W. Y., Lai, J. S., and Yen, C. L. (2004). "Evolution of scour depth Jain, S. C. (1981). "Maximum clear-water scour around circular piers." at circular bridge piers." Journal of Hydraulic Engineering­ASCE, Journal of the Hydraulics Division, 107(HY5), 611­626. 130(9), 905­913. Jain, S. C., and Fischer, E. E. (1979). "Scour around bridge piers at high Chee, R. K. W. (1982). "Live-bed scour at bridge piers." Report No. 290, Froude numbers." FHWA-RD-79-104, Federal Highway Adminis- School of Engineering, University of Auckland, New Zealand. tration, U.S. Department of Transportation, Washington, D.C. Chiew, Y. M. (1984). "Local scour at bridge piers." Report No 355, Depart- Johnson, P. A., and Torrico, E. F. (1994). "Scour around wide piers in ment of Civil Engineering, University of Auckland, New Zealand. shallow water." Transportation Research Record 1471, Transportation Chitale, S. V. (1962). "Scour at bridge crossings." Transactions of the Research Board, Washington, D.C., pp. 66­70. American Society of Civil Engineers, 127(1), 191­196. Kothyari, U. C., Garde, R. C. J., and Raju, K. G. R. (1992). "Temporal Coleman, N. L. (1971). "Analyzing laboratory measurements of scour at variation of scour around circular bridge piers." Journal of Hydraulic cylindrical piers in sand beds." In: Proc. the 14th Congress I.A.H.R., Engineering­ASCE, 118(8), 1091­1106. 307­313. Kothyari, U. C., Hager, W. H., and Oliveto, G. (2007). "Generalized Dey, S., Bose, S. K., and Sastry, G. L. N. (1995). "Clearwater scour at approach for clear-water scour at bridge foundation elements." circular piers--A model." Journal of Hydraulic Engineering­ASCE, J. Hydr. Engng., 133(11), 1229­1240. 121(12), 869­876. Larras, J. (1963). "Profondeurs maximales d'erosion des fonds mobiles Ettema, R. (1976). "Influence of bed material gradation on local scour," autour des piles en rivière." Annales des Ponts et Chaussées, 133(4), M.S. thesis, University of Auckland, New Zealand. 411­424. Ettema, R. (1980). "Scour at bridge piers." Report No. 216, University of Laursen, E. M. (1958). "Scour at bridge crossings." Iowa Highway Auckland, New Zealand. Research Board, Ames, Iowa. Ettema, R., Kirkil, G., and Mostafa, E. A. (2006). "Similitude of large-scale Laursen, E. M. (1963). "Analysis of relief bridge scour." Journal of the turbulence in experiments on local scour at cylinders." Journal of Hydraulics Division, 89(3), 93­118. Hydraulic Engineering­ASCE, 132(1), 33­40. Laursen, E. M., and Toch, A. (1956). "Scour around bridge piers and abut- Ettema, R., Mostafa, E. A., Melville, B. W., and Yassin, A. A. (1998). ments." Iowa Highway Research Board, State University of Iowa. "Local scour at skewed piers." Journal of Hydraulic Engineering­ASCE, May, R. W. P., and Willoughby, I. R. (1990). Local Scour around Large 124(7), 756­759. Obstructions. HR Wallingford, Wallingford, Oxford, U.K.

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