[1]N.A. Amanian, N., Scour Below a Flip Bucket Spillway, Ph.D. Dissertation Submitted to Utah State University at Logan, UT, (1993).
[2]M. Mehri, Simulation of hydraulic behavior of water flow on Balarood Dam spillway by using a small scale physical model, Thesis, University of Shahid Chamran, Ahvaz, (2007). (In Persian)
[3]M.R. Vesalian, M.H. Jahromi, M. Shafai Bajestan, Scouring caused by rectangular jets in downstream of Ski jump spillways with non-uniform materials, Journal of Agricultural Science and Natural Resources, (2009).
[4]P.J. Mason, K. Arumugam, Free jet scour below dams and flip buckets, Journal of Hydraulic Engineering, (2)111 235-220 (1985).
[5]S. Heng, T. Tingsanchali, T. Suetsugi, Prediction formulas of maximum scour depth and impact location of a local scour hole below a chute spillway with a flip bucket, WIT Transactions on Ecology and the Environment, (2013) 172 262-251.
[6]B. Dargahi, Scour development downstream of a spillway, Journal of hydraulic research (426-417 (2003) 4(41.
[7]H.M.D. Azmathulla, M.C. Deo, P.B. Deolalikar, Estimation of scour below spillways using neural networks, Journal of Hydraulic Research, 1)44) (2006) 69-61.
[8]H.M.D Azmathulla, A.Ab. Ghani, and N.A. Zakaria, Prediction of Scour below Flip Bucket using Soft Computing Techniques, The 2nd International Symposium and The 12t International EPMESC Conference, (2010) 1593-1588.
[9]M.K. Ayoubloo, H.M.D. Azamathulla, Z. Ahmad, A.Ab. Ghani, J. Mahjoobi, A. Rasekh, Prediction of Scour Depth in Downstream of Ski-Jump Spillways Using Soft Computing Techniques, International Journal of Computers and Applications. 1)33) (2011) 97-92.
[10]A.J. Peterka, Hydraulic Design of Stilling Basins and Energy Dissipators, Engineering Monograph, (7)25 125-91(1983).
[11]S. Dey, A. Sarkar, Characteristics of Submerged Jets in Evolving Scour Hole Downstream of an Apron, Journal of Engineering Mechanics 936-927 (2008) (11)134.
[12]J. M. Wang, X. G.Yang, H. W. Zhou, X. Lin, R. Jiang, E. Q. Lv, Bed Morphology around various solid and flexible grade control structures in an unstable gravel-bed river, Water.822 (2018) 10.
[13]M. Zolghadr, M. Shafaei Bajestan, M. Rezaeianzadeh, Investigating the Effect of Six-Legged Element Placement Density on Local Scour at Wing-Wall Bridge Abutments, World Environmental and Water Resources Congress, (36-28 (2016.
[14]S. Mohammadpour, M. Shafai Bajestan, Investigation of The Area of Around Bridge Abutment by A-Jacks to Protect Against Scour, Irrigation Sciences and Engineering, (1)40 35-25 (2017). (in Persian)
[15]L. Torfi Salehi, M. Shafai Bajestan, Hydraulic Jump Stilling Basins Downstream Scour Covered with SixLegs Elements under Reduction of Basin Length, Irrigation Sciences and Engineering, 124-109 (2018) (4)40. (in Persian)
[16] A.A. Hossein Reza, M. Shafai Bajestan, M. Ghomshi, M. Fathi Moghadam, Investigation the Joined Effect of Riprap and Six legged Elements (SLC) Installation on Scour Depth Mitigation at Vertical Wall Bridge Abutments, Irrigation Sciences and Engineering Journal, (2019). (in Persian)
[17]G.H. Akbari, M. Kavianpour, E.S. Samani, Experimental investigation of scouring downstream of ski jump spillway, Journal of Water Resources Engineering, (64-51 (2014.
[18]C.I. Thornton, S.R. Abt, C.C. Watson, Field Assessment of A-Jacks Installation, A Case Study of: Brush Creek, Kansas City, Missouri Powell Creek, Waukegan, Illinois. Proceedings of the Wetlands Engineering & River Restoration Conference, Reno, Nevada (2001).
[19]P.J. Mason, Practical guidelines for the design of flip buckets and plunge pools,Water and Dam Construction,10/9)45) (1993) 45-40.
[20]B.W. Melvillel, Pier and abutment scour: integrated approach, Journal of Hydraulic Engineering, 2)123) (1997) 136-125.
[21]W.C. Little, P.G. Mayer, Stability of Channel Beds by Armoring, Journal of Hydraulic Division, (1976).
[22]S. Pagliara, M. Palermo, Scour control and surface sediment distribution downstream of block ramps, Journal of Hydraulic Research. 343-334 (2008) (3)46.
[23]S.M. Scurlock, C.I. Thornton, S.R. Abt, Equilibrium scour downstream of three- dimensional grade-control structures, Journal of Hydraulic Engineering, (2)138 176-167 (2012).
[24]F. Bhuiyan, R.D. Hey, P.R. Wormleaton, Hydraulic evaluation of W-weir for restoration, Journal of Hydraulic Engineering, ASCE. 605-596 (2007) (6)133.
[25]S.Y. Lim, J. Nugroho, Observations on Flow Field around an Abutment in a Two-stage Channel. Proceedings of the 2nd International Conference on Scour and Erosion, Singapore 1, (2004) 164-156.