Investigation of riprap stability at downstream of spillway flip bucket without and with energy dissipators

References

• Bhavan, M., & Shahzafar Marge, B. (2010). Burea of indian standards Central for hydraulic design of bucket type energy dissipators (Second Revision ed.). New Delhi: Bureau of Indian Standards.
   Google Scholar
• Chiew, Y. M. (1995). Mechanics of riprap failure. Journal of Hydraulic Engineering, ASCE, 121(9), 635–643. doi:10.1061/(ASCE)0733-9429(1995)121:9(635)
   Web of Science ®Google Scholar
• Escarameia, M., & May, R. W. P. 1992. Channel protection downstream of structures. HR Wallingford Report SR 313.
   Google Scholar
• Eskandari, A., Heidarnejad, M., Masjedi, A., Purmohammadi, M., & Kamanbedast, A. 2020. Experimental investigation on the effect of different dentate shapes and configurations on scour dimension downstream of flip buckets. Water SA [Online]. 463: 458–464. 10.17159/wsa/2020.v46.i3.8656. ISSN 1816-7950
   Web of Science ®Google Scholar
• Farhoudi, J., & Valizadegan, E. (2004). Bed protection criterion downstream of stilling basins. Yichang. China: ISRS.
   Google Scholar
• Lauchlan, C. S., & Melville, B. W. (2001). Riprap protection at bridge piers, ASCE. Journal of Hydraulic Engineering, 127(5), 30–38. doi:10.1061/(ASCE)0733-9429(2001)127:5(412)
   Web of Science ®Google Scholar
• Magela, P. G. (2020). Spillway design - step by step (1st ed.). CRC Press. doi:10.1201/9780367816902
   Google Scholar
• Mason, P. J., & Arumugam, K. (1985). Free jet scour below dams and flip buckets. Journal of Hydraulic Engineering, 111(2), 220–235. doi:10.1061/(ASCE)0733-9429(1985)111:2(220)
   Web of Science ®Google Scholar
• Melville, B. W., Van Ballegooy, S., Coleman, S. E., & Barkdoll, B. (2007). Riprap size selection at wing-wall abutment. ASCE, Journal of Hydraulic Engineering, 133(11), 1265–1269. doi:10.1061/(ASCE)0733-9429(2007)133:11(1265)
   Web of Science ®Google Scholar
• Pagan-Ortiz, J. E. (1991). Stability of rock riprap for protection at the toe of abutments located at the flood plain Rep. No. FHWA-RD-91-057. Washington D.C: Feederal Highway Administration U.S. Dept. of Transportation.
   Google Scholar
• Parola, A. C. (1993). Stability of riprap at bridge piers. Journal of Hydraulic Engineering, ASCE, 119(10), 1080–1093. doi:10.1061/(ASCE)0733-9429(1993)119:10(1080)
   Web of Science ®Google Scholar
• Peterka, A. J. (1968). Hydraulic design of stilling basins and energy dissipators engineering monograph no. 25. USA: USBR.
   Google Scholar
• Pilarczyk, K. W. (1990). Stabiuty criterisi for revetments, proc. Of 1990 national conf. On Hydraulics Eng, Am Soc Civ Eng, eds., San Diego, USA: HH Chang and JC Hill, pp. 15–26.
   Google Scholar
• Posey, C. J. (1974). Tests of scour protection for bridge piers. Journal of the Hydraulics Division, ASCE, 100(12), 17731783. doi:10.1061/JYCEAJ.0004132
   Google Scholar
• Quazi, M. E., & Peterson, A. W. 1973. A method for bridge pier riprap design. Pro. First Can. Hydraul. Conf., CSCE, Edmonton, AB, pp: 96–106.
   Google Scholar
• Ran, Y., Liua, C., Dengb, J., Weib, W., & Longa, Q. (2023). Numerical simulation study on spread angle in oblique cut flip bucket. Engineering Applications of Computational Fluid Mechanics, 17(1), 2236673. doi:10.1080/19942060.2023.2236673
   Web of Science ®Google Scholar
• Simarro, G., Chreties, C., & Teixeria, L. (2011). Riprap sizing for pile group. Journal of Hydraulic Engineering, 137(12), 1676–1679. doi:10.1061/(ASCE)HY.1943-7900.0000458
   Web of Science ®Google Scholar
• Steiner, R., Heler, V., Hager, W. H., & Minor, H. E. (2008). Deflector ski jump hydraulics. Journal of Hydraulic Engineering, 134(5), 571–562. doi:10.1061/(ASCE)0733-9429(2008)134:5(562)
   Web of Science ®Google Scholar
• Taraimovich, I. I. (1978). Deformation of channels below high head spillways on rock foundations. Hydrotech Construction (USSR), 8(9), 917–923. doi:10.1007/BF02322089
   Google Scholar
• Vischer, D., & Hager, W. (1995). Energy dissipators. In A. A. Balkema (Eds.), Hydraulic structures design manual. No. 9 (p. 208). Rotterdam, The Netherlands: Taylor & Francis Group. doi:10.1201/9780203757512
   Google Scholar
• Worman, A. (1989). Riprap protection without filter layers. Journal of Hydraulic Engineering ASCE, 115(12), 1615–1630. doi:10.1061/(ASCE)0733-9429(1989)115:12(1615)
   Web of Science ®Google Scholar
• Yoon, T. H., Yoon, S. B., & Yoon, K. S. 1995. Design of riprap for scour protection around bridge piers. 26th IAHR Congress, UK, 1: 105–110.
   Google Scholar