References
- Ballio, F., Radice, A., and Dey, S. (2010). “Temporal scales for live-bed scour at abutments.” J. Hydraul. Eng., 136(7), 395–402.10.1061/(ASCE)HY.1943-7900.0000191
- Breusers, H.N.C., and Raudkivi, A.J. (1991). Scouring. IAHR hydraulic structures design manual 2, Balkema, Rotterdam.
- Brice, J.C., and Blodgett, J.C. (1978). Countermeasures for hydraulic problems at bridges. Vols. 1 and 2, Federal Highway Administration, US Dept. of Transportation, Washington, DC.
- Chiew, Y.M. (1984). Local scour at bridge piers. PhD thesis, University of Auckland, Auckland.
- Dey, S., and Barbhuiya, A.K. (2004). “Clear-water scour at abutment in thinly armoured beds.” J. Hydraul. Eng., 130(7), 622–634.10.1061/(ASCE)0733-9429(2004)130:7(622)
- Dongol, D.M.S. (1994). Local scour at bridge abutments. Rep. No. 544, School of Engineering, University of Auckland, Auckland.
- Ettema, R. (1980). Scour at bridge piers. Rep. No. 216, School of Engineering, University of Auckland, Auckland.
- Froehlich, D.C. (1989). “Local scour at bridge abutments.” Proc. Nat. Conf. on Hydraul. Eng., M.A. Ports, ed., ASCE, New Orleans, 13–18.
- Gill, M.A. (1972). “Erosion of sand beds around spur dikes.” J. Hydraul. Div. ASCE, 98(9), 1587–1602.
- Hoffmans, C.J.C.M., and Verheji, H.J. (1997). Scour manual, Balkma, The Netherlands.
- Kandasamy, J.K. (1989). Abutment scour. Rep. No. 458, School of Engineering, University of Auckland, Auckland.
- Kothyari, U.C., Garde, R.C., and Ranga Raju, K.G. (1992). “Temporal variation of scour around circular bridge piers.” J. Hydraul. Eng. ASCE, 118(8), 1091–1106.10.1061/(ASCE)0733-9429(1992)118:8(1091)
- Laursen, E.M. (1963). “An analysis of relief bridge scour.” J. Hydraul. Div. ASCE, 89(3), 93–118.
- Lim, S.Y., and Cheng, N.S. (1998). “Prediction of live-bed scour at bridge abutments.” J. Hydraul. Eng. ASCE, 124(6), 635–638.10.1061/(ASCE)0733-9429(1998)124:6(635)
- Liu, H.K., Chang, F.M., and Skinner, M.M. (1961). Effect of bridge construction on scour and backwater. CER 60 HKL 22, Colorado State University, Civil Engineering Section, Fort Collins, CO.
- Melville, B.W. (1992). “Local scour at bridge abutments.” J. Hydraul. Eng. ASCE, 118(4), 615–631.10.1061/(ASCE)0733-9429(1992)118:4(615)
- Melville, B.W. (1995). “Bridge abutment scour in compound channels.” J. Hydraul. Eng. ASCE, 121(12), 863–868.10.1061/(ASCE)0733-9429(1995)121:12(863)
- Melville, B.W. (1997). “Pier and abutment scour: Integrated approach.” J. Hydraul. Eng. ASCE, 123(2), 125–136.10.1061/(ASCE)0733-9429(1997)123:2(125)
- Melville, B.W., and Chiew, Y.M. (1999). “Time scale for local scour at bridge piers.” J. Hydraul. Eng., 125(1), 59–65.10.1061/(ASCE)0733-9429(1999)125:1(59)
- Melville, B.W., and Coleman, S.E. (2000). Bridge scour, Water Resources, Highland Ranch, CO.
- Raudkivi, A.J., and Ettema, R. (1983). “Clear water scour at cylindrical piers.” J. Hydraul. Eng. ASCE, 109(3), 338–350.10.1061/(ASCE)0733-9429(1983)109:3(338)
- Sheppard, D.M., and Miller, W. Jr. (2006). “Live-bed local pier scour experiments.” J. Hydraul. Eng., 132(7), 635–642.10.1061/(ASCE)0733-9429(2006)132:7(635)
- Wong, W.H. (1982). Scour at bridge abutments. Rep. No. 275, School of Engineering, University of Auckland, Auckland.