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Suggested Citation:"REFERENCES ." National Academies of Sciences, Engineering, and Medicine. 2011. Evaluation of Bridge-Scour Research: Abutment and Contraction Scour Processes and Prediction. Washington, DC: The National Academies Press. doi: 10.17226/22841.
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Suggested Citation:"REFERENCES ." National Academies of Sciences, Engineering, and Medicine. 2011. Evaluation of Bridge-Scour Research: Abutment and Contraction Scour Processes and Prediction. Washington, DC: The National Academies Press. doi: 10.17226/22841.
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Suggested Citation:"REFERENCES ." National Academies of Sciences, Engineering, and Medicine. 2011. Evaluation of Bridge-Scour Research: Abutment and Contraction Scour Processes and Prediction. Washington, DC: The National Academies Press. doi: 10.17226/22841.
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Suggested Citation:"REFERENCES ." National Academies of Sciences, Engineering, and Medicine. 2011. Evaluation of Bridge-Scour Research: Abutment and Contraction Scour Processes and Prediction. Washington, DC: The National Academies Press. doi: 10.17226/22841.
×
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Suggested Citation:"REFERENCES ." National Academies of Sciences, Engineering, and Medicine. 2011. Evaluation of Bridge-Scour Research: Abutment and Contraction Scour Processes and Prediction. Washington, DC: The National Academies Press. doi: 10.17226/22841.
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78 REFERENCES Arneson, L.A. and Abt, S.R., "Vertical Contraction Scour at Bridges With Water Flowing Under Pressure Conditions." Transportation Research Record 1647 (1998) pp. 10–17. Barkdoll, B., Ettema, R., and Melville, B.W.,“Countermeasures to Protect Bridge Abutments from Scour.” Report 587, National Cooperative Highway Research Program, Transportation Research Board, Washington, D.C. (2007). Benedict, S.T., “Clear-water Abutment and Contraction Scour in the Coastal Plain and Piedmont Provinces of South Carolina, 1996-99.” Water Resources Investigation Report 03-4064, U.S. Geological Survey, Reston VA (2003). Benedict, S.T., Deshpande, N., Aziz, N.M., and Conrads, P.A., "Trend of Abutment-Scour Prediction Equations Applied to 144 Field Sites in South Carolina." Open-File Report 2003-295, U.S. Geological Survey, Reston VA (2007). Benedict, S.T. and Caldwell, A.W., “Development and Evaluation of Live-Bed Pier and Contraction Scour Envelope Curves in the Coastal Plain and Piedmont Provinces of South Carolina.” U.S. Geological Survey SIR 2009-5099 (2009). Benedict, S.T., “Evaluation of Maryland Abutment Scour Equation through Selected Threshold Velocity Methods.” Transportation Research Record, No. 2195 (2010) pp. 153-167. Briaud, J-L., Chen, H.-C., Li, Y., Nurtjahyo, P., and Wang, J., “SRICOS-EFA Method for Contraction Scour in Fine-Grained Soils.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 131, No. 10 (2005) pp. 1283-1294. Briaud, J.-L., Chen, H.-C., Chang, K.-A., Oh, S.J., and Chen, X., "Abutment Scour in Cohesive Material." NCHRP Report 24-15(2), Transportation Research Board, National Research Council, Washington, DC (2009). Cardoso, A.H., and Bettess, R., “Effects of Time and Channel Geometry on Scour at Bridge Abutments.” Journal of Hydraulic Engineering, ASCE, Vol. 125, No. 4 (1999) pp. 388-99. Chang, F., and Davis, S., “Maryland Procedure for Estimating Scour at Bridge Abutments, Part 2–Clear Water Scour.” Proc. of Water Resources Engineering, ’98, ASCE, Memphis, TN, (1998) pp. 169-173. Chang, F. and Davis, S., “Maryland SHA Procedure for Estimating Scour at Bridge Waterways, Part 1 – Live Bed Scour.” In Stream Stability and Scour at Highway Bridges, (Eds.) Richardson, E. and Lagasse, P., ASCE, Reston VA, (1999) pp. 401-4011. Chrisohoides, A., Sotiropoulos, F. and Sturm, T.W., “Coherent Structures in Flat-Bed Abutment Flow: CFD Simulations and Experiments.” Journal of Hydraulic Engineering, ASCE, Vol. 129, No. 3 (2003) pp. 177-86.

79 Coleman, S. Lachlan, C. and Melville, B. “Clearwater Scour Development at Bridge Abutments,” Journal of Hydraulic Research, IAHR, Vol. 41, no. 5 (2003) pp. 521-531. Dey, S. and Raikar, R.V., “Scour in Long Contractions.” Journal of Hydraulic Engineering, ASCE, Vol. 131, No. 12 (2005) pp. 1036-49. Ettema, R., Nakato, T. and Muste, M., “Estimation of Scour Depth at Bridge Abutments.” Final Report, NCHRP 24-20, Transportation Research Board, Washington, DC, (2010). Fael, C.M.S., Gonzalo, S.-G., Martin-Vide, J.-P., and Cardoso, A.H., “Local Scour at Vertical- Wall Abutments under Clear-Water Flow Conditions.” Water Resources Research, Vol. 42, W10408 (2006) 12 pp. FHWA, “Stream Instability, Bridge Scour and Countermeasures: A Field Guide for Bridge Inspectors.” Federal Highway Administration, National Highway Institute Publication, McLean VA (2009). Froehlich, D.C., “Local Scour at Bridge Abutments,” Proc. ASCE National Hydraulic Conference, Colorado Springs, Colorado, (1989) pp. 13-18. Garde, R.J.; Subramanya, K., and Nambudripad, K.D., “Study of Scour Around Spur Dikes.” Journal of the Hydraulics Division, ASCE, Vol. 87, No. HY6 (1961) pp. 23-37. Gill, M.A., “Erosion of Sand Beds Around Spur Dikes.” Journal of the Hydraulics Division, ASCE, Vol. 98, No. HY9 (1972) pp. 1587-1602. Gill, M.A., “Bed Erosion in Rectangular Long Contractions.” Journal of the Hydraulics Division, ASCE, Vol. 107, No. 3 (1981) pp. 273-284. Guo, J., Kerenyi, J. K., Shan, H., Xie, Z., Zhai, Y., and Zhao, L., “Time-Dependent Scour Depth under Bridge-Submerged Flow.” Proc. Fifth International Conference on Scour and Erosion, San Francisco, CA (2010). Hong, S., Gotvald, A., Sturm, T.W., and Landers, M., “Laboratory and Field Measurements of Bridge Contraction Scour.” Proc., 3rd International Conference on Scour and Erosion, CURNET, Gouda, The Netherlands (2006). Hong, S.H. and Sturm, T.W., “Physical Modeling of Abutment Scour for Overtopping, Submerged Orifice, and Free Surface Flows.” Proc. 5th International Conference on Scour and Erosion, San Francisco (2010). Kattell, J. and Eriksson, M., “Bridge Scour Evaluation: Screening, Analysis, and Countermeasures.” Gen. Tech. Rep. 9877 1207-SDTDC, U.S. Department of Agriculture, San Dimas, CA (1998).

80 Kerenyi, K., J. Sterling Jones, and Stein, S., “Bottomless Culvert Scour Study: Phase II Laboratory Report.” Report No. FHWA-HRT-07-026, U.S. Dept. Transportation, Federal Highway Administration, McLean, Virginia, (2007) 77pp. Komura, S., “Equilibrium Depth of Scour in Long Constrictions.” Journal of the Hydraulics. Division, ASCE, Vol. 92, No. 5 (1966) 17-37. Kothyari, U.C.; Hager, W.H.; and Oliveto, G., "Generalized Approach for Clear-Water Scour at Bridge Foundation Elements.” Journal of Hydraulic Engineering, ASCE, Vol. 133, No. 11 (2007) pp. 1229-1240. Lagasse, P.E., and Zevenbergen, L.W., “Evaluation and Update of NCHRP Project 24-08, ‘Scour at Bridge Foundation Research Needs.’” NCHRP Project 20-07 Task 178, Transportation Research Board, Washington, DC (2004). Lagasse, P.E., Clopper, P.E., Pagan-Ortiz, J.E., Zevenbergen, L.W., Arneson, L.A., Schall, L.D., and Girard, L.G., “Bridge Scour and Stream Instability Countermeasures.” 3rd Edition, HEC-23, National Highway Institute, Arlington, VA (2009). Landers, M.N., and Mueller, D.S., “Channel Scour at Bridges in the United States.” Federal Highway Administration Report FHWA-RD-95-184, Washington, DC (1996). Laursen, E.M., “Scour at Bridge Crossings.” Journal of the Hydraulics Division, ASCE, Vol. 86, No. HY2 (1960) pp. 39-54. Laursen, E.M., “An Analysis of Relief Bridge Scour.” Journal of the Hydraulics Division, ASCE, Vol. 92, No. HY3 (1963) pp. 93-118. Lim, S.Y., “Equilibrium Clear-Water Scour Around an Abutment.” Journal of Hydraulic Engineering, ASCE, Vol. 123, No. 3 (1997) pp. 237-243. Lim, S.-Y. and Cheng, N.-S., “Scouring in Long Contractions.” Journal of. Irrigation and Drainage Eng., ASCE, Vol. 124, No. 5 (1998a) pp. 258-261. Lim, S.Y., and Cheng, N.-S., “Prediction of Live-Bed Scour at Bridge Abutments.” Journal of Hydraulic Engineering, ASCE, Vol. 124, No. 6 (1998b), pp. 635-638. Liu, H.K.; Chang, F.M.; and Skinner, M.M., Effect of Bridge Construction on Scour and Backwater, Report CER 60 HKL 22, Department of Civil Engineering, Colorado State University, Fort Collins, CO (1961). Lombard, P.J. and Hodgkins, G.A., Comparison of Observed and Predicted Abutment Scour at Selected Bridges in Maine,” Report 08-04, Maine Department of Transportation (2008). Lyn, D.A., “Pressure-Flow Scour: A Re-examination of the HEC-18 Equation.” Journal of Hydraulic Engineering, ASCE, Vol. 134, No. 7 (2008) pp. 1015-20.

81 Melville, B.W., “Local Scour at Bridge Abutments.” Journal of Hydraulic Engineering, ASCE, Vol. 118, No. 4 (1992) pp. 615-631. Melville, B.W., “Pier and Abutment Scour: Integrated Approach.” Journal of Hydraulic Engineering, ASCE, Vol. 123, No. 2 (1997) pp. 125-136. Melville, B.W., Van Ballegooy, S., Coleman, S.E. and Barkdoll, B., “Countermeasure Toe Protection at Spill-Through Abutments.” Journal of Hydraulic Engineering, ASCE, Vol.132, No. 3, (2006a), pp. 235-245. Melville, B. W., van Ballegooy, S., Coleman, S.E. and Barkdoll, B. “Scour countermeasures for wing-wall abutments,” Journal of. Hydraulic Engineering, ASCE, Vol. 132, No. 6, (2006b) pp. 563-574. Melville, B. W., and Coleman, S. E., Bridge Scour, Water Resources Publications, Colorado, U.S.A. (2000), 550p. MSHA, “Manual for Hydrologic and Hydraulic Design.” Maryland State Highway Administration, Baltimore, MD (2010). Report available at www.gishydro.umd.edu. Mueller, D.S., and Wagner C.R. “Field Observations and Evaluations of Streambed Scour at Bridges.” Report FHWA-RD-03-052, Federal Highway Administration (2005). Oliveto, G. and Hager, W.H.,“Temporal Evolution of Clear-Water Pier and Abutment Scour.” Journal of Hydraulic Engineering, ASCE, Vol. 128, No. 9 (2002) pp. 811-20. Oliveto, O. and Hager, W.H., “Further Results to Time-Dependent Local Scour at Bridge Elements.” Journal of Hydraulic Engineering, ASCE, Vol. 131, No. 2 (2005) pp. 97-105. Palaviccini, M., Scour Predictor Model at Bridge Abutments, Ph.D. Dissertation, Civil Engineering Department, Catholic University of America, Washington, DC (1993). Parola, A.C., Hagerty, D.J., Mueller, D.S., Melville, B.W., Parker, G. and Usher, J. S, “Scour at Bridge Foundations: Research Needs.” NCHRP Project 24-8, Preliminary Draft Strategic Plan, Transportation Research Board, Washington, DC (1996). Parola, A.C., Hagerty, D.J., Kamojjala, S., “Highway Infrastructure Damage caused by the 1993 Upper Mississippi River Basin Flooding.” NCHRP Report 417, Transportation Research Board, Washington, D.C. (1998). Richardson, E.V., and Davis, S.R., “Evaluating Scour at Bridges.” Hydraulic Engineering Circular No. 18, 4th Ed., Federal Highway Administration, Arlington, VA. (2001). Straub, L.G., “Effect of Channel Contraction Works upon Regimen of Movable Bed Streams.” Transactions of the American Geophysical Union, Part 2 (1934) pp. 454-463.

82 Sturm, T.W., and Janjua, N.S., “Clear-Water Scour around Abutments in Floodplains.” Journal of Hydraulic Engineering, ASCE, Vol. 120, No. 8 (1994) pp. 956-972. Sturm, T.W. and Chrisohoides, A., “Abutment Scour in Compound Channels for Variable Setbacks.” Proc, Water Resources Engineering ’98, ASCE, Memphis, Vol. 1 (1998a) pp. 174- 179. Sturm, T.W., and Chrisohoides, A., “One-Dimensional and Two-Dimensional Estimates of Abutment Scour Prediction Variables.” Transportation Research Record 1647, Transportation Research Board, National Research Council, Washington, D.C. (1998b) pp. 18-26. Sturm, T.W., “Enhanced Abutment Scour Studies for Compound Channels.” Publication No. FHWA-RD-99-156, Federal Highway Administration, Turner-Fairbank Highway Research Center, McLean, VA (2004). Sturm, T.W., “Scour Around Bankline and Setback Abutments in Compound Channels.” Journal of Hydraulic Engineering, ASCE, Vol.. 132, No. 1 (2006) pp. 21-32. Sturm, T.W., Open Channel Hydraulics, 2nd Edition, McGraw-Hill, New York (2009). Umbrell, E.R., Young, G.K., Stein, S.M., and Jones, J.S., "Clear-Water Contraction Scour Under Bridges in Pressure Flow." Journal of Hydraulic Engineering, Vol. 124, No. 2 (1998) pp.236– 240. USGS, “Guidance for Bridge Scour Studies.” Office of Surface Water Technical Memorandum No. 2003.06, U.S. Geological Survey, Reston, VA (2003). Van Ballegooy, S., “Bridge Abutment Scour Countermeasures.” PhD Thesis, The University of Auckland, Auckland, New Zealand (2005). Vanoni, V., “Sedimentation Engineering.” ASCE Manuals and Reports on Engineering Practice No. 54, ASCE, New York, NY (1975). Wagner, C.R., Mueller, D.S., Parola, A.C., Hagerty, D.J., and Benedict, S.T., “Scour at Contracted Bridges.” Transportation Research Board, National Cooperative Highway Research Program Document 83, Project 24-14 (2006).

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 Evaluation of Bridge-Scour Research: Abutment and Contraction Scour Processes and Prediction
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TRB’s National Cooperative Highway Research Program (NCHRP) Web-Only Document 181: Evaluation of Bridge-Scour Research: Abutment and Contraction Scour Processes and Prediction examines bridge-abutment scour and the effectiveness of the leading methods used for estimating design scour depth.

In September 2012 TRB released NCHRP Research Results Digest 378: Evaluation of Bridge Scour Research, which summarizes key finding of NCHRP Web-Only Document 181 along with two other NCHRP projects that explored processes and predictions related to pier scour, abutment and contraction scour, and geomorphic scour.

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