References
- Dey, S., and A. K. Barbhuiya. 2005. Time Variation of Scour at Abutments. Journal of Hydraulic Engineering 131 (1): 11–23. doi:10.1061/(ASCE)0733-9429(2005)131:1(11).
- Ettema, R., B. W. Melville, and B. Barkdoll. 1998. Scale Effect in Pier-Scour Experiments. Journal of Hydraulic Engineering 124 (6): 639–642. doi:10.1061/(ASCE)0733-9429(1998)124:6(639).
- Hong, S. H., and I. Abid. 2019. Scour around an Erodible Abutment with Riprap Apron over Time. Journal of Hydraulic Engineering 145 (6): 06019007. doi:10.1061/(ASCE)HY.1943-7900.0001605.
- Jamei, M., and I. Ahmadianfar. 2019. Prediction of Scour Depth at Piers with Debris Accumulation Effects Using Linear Genetic Programming. Marine Georesources & Geotechnology. doi:10.1080/1064119X.2019.1595793.
- Jannaty, M. H., A. Eghbalzadeh, and S. A. Hosseini. 2016. Using Field Data to Evaluate the Complex Bridge Piers Scour Methods. Canadian Journal of Civil Engineering 43 (3): 218–225.
- Kandasamy, J. K., and B. W. Melville. 1998. Maximum Local Scour Depth at Bridge Piers and Abutments. Journal of Hydraulic Research 36 (2): 183–198. doi:10.1080/00221689809498632.
- Kwan, T. F. 1984. Study of Abutment Scour. Report No. 328. School of Engineering, University of Auckland, Auckland, New Zealand.
- Lagasse, P. F., P. E. Clopper, and L. W. Zevenbergen. 2010. Effects of Debris on Bridge Pier Scour, NCHRP Report 653. Transportation Research Board, National Academies of Science, Washington, DC.
- Laursen, E. M., and A. Toch. 1956. Scour around Bridge Piers and Abutments. Bulletin No. 4, Iowa Highways Research Board, Ames, Iowa.
- Li, F., J. Han, and C. Lin. 2013. Effect of Scour on the Behavior of Laterally Loaded Single Piles in Marine Clay. Marine Georesources & Geotechnology 31 (3): 271–289. doi:10.1080/1064119X.2012.676157.
- Madadi, M. R., M. Rahimpour, and K. Qaderi. 2016. Sediment Flushing Upstream of Large Orifices: An Experimental Study. Flow Measurement and Instrumentation 52: 180–189. doi:10.1016/j.flowmeasinst.2016.10.007.
- Melville, B. W. 1975. Local Scour at Bridge Sites. Doctoral diss., University of Auckland, Auckland, New Zealand.
- Melville, B. W. 1997. Pier and Abutment Scour: integrated Approach. Journal of Hydraulic Engineering 123 (2): 125–136. doi:10.1061/(ASCE)0733-9429(1997)123:2(125).
- Melville, B. W., and D. M. Dongol. 1992. Bridge Pier Scour with Debris Accumulation. Journal of Hydraulic Engineering 118 (9): 1306–1310. doi:10.1061/(ASCE)0733-9429(1992)118:9(1306).
- Mohamed, Y. A., G. M. Abdel-Aal, T. H. Nasr-Allah, and A. A. Shawky. 2016. Experimental and Theoretical Investigations of Scour at Bridge Abutment. Journal of King Saud University - Engineering Sciences 28 (1): 32–40. doi:10.1016/j.jksues.2013.09.005.
- Mohammadpour, R., A. A. Ghani, T. Sabzevari, and M. Fared Murshed. 2019. Local Scour around Complex Abutments. ISH Journal of Hydraulic Engineering. doi:10.1080/09715010.2019.1607783.
- Moradi, F., H. Bonakdari, O. Kisi, I. Ebtehaj, J. Shiri, and B. Gharabaghi. 2019. Abutment Scour Depth Modeling Using Neuro-Fuzzy-Embedded Techniques. Marine Georesources & Geotechnology 37 (2): 190–200. doi:10.1080/1064119X.2017.1420113.
- Oben-Nyarko, K., and R. Ettema. 2011. Pier and Abutment Scour Interaction. Journal of Hydraulic Engineering 137 (12): 1598–1605. doi:10.1061/(ASCE)HY.1943-7900.0000446.
- Osroush, M., S. A. Hosseini, A. A. Kamanbedast, and A. Khosrojerdi. 2019. The Effects of Height and Vertical Position of Slot on the Reduction of Scour Hole Depth around Bridge Abutments. Ain Shams Engineering Journal 10 (3): 651–659. doi:10.1016/j.asej.2019.02.004.
- Pagliara, S., and I. Carnacina. 2010. Temporal Scour Evolution at Bridge Piers: Effect of Wood Debris Roughness and Porosity. Journal of Hydraulic Research 48 (1): 3–13. doi:10.1080/00221680903568592.
- Pagliara, S., and I. Carnacina. 2011. Influence of Large Woody Debris on Sediment Scour at Bridge Piers. International Journal of Sediment Research 26 (2): 121–136. doi:10.1016/S1001-6279(11)60081-4.
- Park, J. H., C. Sok, C. K. Park, and Y. D. Kim. 2016. A Study on the Effects of Debris Accumulation at Sacrificial Piles on Bridge Pier Scour: II. Empirical Equation. KSCE Journal of Civil Engineering 20: 1552–1557. doi:10.1007/s12205-015-0208-4.
- Powell, D. N. 2007. Sediment Transport Upstream of Orifices. PhD thesis., Clemson University.
- Powell, D. N., and A. Khan. 2015. Flow Field Upstream of an Orifice under Fixed Bed and Equilibrium Scour Conditions. Journal of Hydraulic Engineering 141 (2): 04014076. doi:10.1061/(ASCE)HY.1943-7900.0000960.
- Rahimi, E., K. Qaderi, M. Rahimpour, and M. M. Ahmadi. 2018. Effect of Debris on Piers Group Scour: An Experimental Study. KSCE Journal of Civil Engineering 22 (4): 1496–1505. doi:10.1007/s12205-017-2002-y.
- Raudkivi, A. J. 1986. Functional Trends of Scour at Bridge Piers. Journal of Hydraulic Engineering 112 (1): 1–13. doi:10.1061/(ASCE)0733-9429(1986)112:1(1).
- Raudkivi, A. J., and R. Ettema. 1983. Clear Water Scour at Cylindrical Piers. Journal of Hydraulic Engineering 103 (10): 1209–1213. doi:10.1061/(ASCE)0733-9429(1983)109:3(338).
- Richardson, E. V., L. J. Harrison, J. R. Richardson, and S. R. Davies. 1993. Evaluating Scour at Bridges. Publ. FHWA-IP-90-017, Federal Highway Administration, US Department of Transportation, Washington, DC.
- Sutherland, A. J. 1986. Reports on Bridge Failure. RRU Occasional Paper, National Roads Board, Wellington, New Zealand.
- Wang, C., F. Liang, and X. Yu. 2017. Experimental and Numerical Investigations on the Performance of Sacrificial Piles in Reducing Local Scour around Pile Groups. Natural Hazards 85 (3): 1417–1435. doi:10.1007/s11069-016-2634-0.
- Wu, P., F. Hirshfield, and J. Sui. 2015. Armor Layer Analysis of Local Scour around Bridge Abutments under Ice Cover. River Research and Applications 31 (6): 736–746. doi:10.1002/rra.2771.
- Yilmaz, M., A. M. Yanmaz, and M. Koken. 2017. Clear-Water Scour Evolution at Dual Bridge Piers. Canadian Journal of Civil Engineering 44 (4): 298–307. doi:10.1139/cjce-2016-0053.