1- Abbasi, A.A. 2003. Experimental Investigation of Sediment Control at Lateral Intakes.P.h.D. Thesis in Hydraulic Engineering.TarbiatModares Univ. 192p.(In Persian).
2- Abbasi, A.A., Maleknejad Yazdi, M. 2014.The impact of sill and submerged vanes on sediment laden flow at lateral intake. The Iranian Society of Irrigation and Water. 4(16):104-116.(In Persian).
3- Alee, J.A. Khanjani, M.J. 2006.Optimization of Submerged Vanes System for Sediment Control at Rivers Intake mouth. Journal of Agriculture Engendering Research, Vol. 7, pp. 153-155.(In Persian).
4- Azizi, A. ShafaiBejestan, M. Ghomeshi, M. 2012. Scour Depth at the Edge of Different Submerged Vanes Shapes. Journal of Applied Sciences 12(4): 362-368.
5- Barkdoll, D. Ettema, R. and Odgaard, A.J. 1999. Sediment Control at lateral diversions: limits and enhancement to vane use. Journal of Hydraulic Engineering. 125(8): 132-136.
6- Barkdoll, D. Hagen, B. L. And Odgaard, A.J. 1995. Sediment Exclusion at Hydropower Intake Using Submerged Vanes. Proc.Of Water Power Conferance. Pp. 368-377.
7- Davoodi, L. and ShafaeiBejestan. M. 2011. Application of Submerged Vanes for Sediment Control at Intakes from Irrigation Trapezoidal Channel. Journal of Water and irrigation management. 1(2): 71-59. (In Persian).
8- Dehghani, A. SalehiNeyshabouri, S.A.A. Shafieifar, M. 2010. Entrance Sediment Control to Lateral Intake at Bend Using Submerged Vanes.7th International Congress on Civil Engineering.(In Persian).
9- Esmaeili Varaki, .M. Farhoudi, J. 2010.Experimental Investigation on Effect of Diversion Angle on amount of Sediment entry to a lateral intake in a Diversion Dams. 8th International River Engineering Conference, Ahvaz, iran.(In Persian).
10- Ghalani, A. 1998. Laboratory Investigation of Submerged Vanes Angle Effect on their performance at Intakes. M.S.c Thesis in Hydraulic Engineering, TarbiatModares Univ. 123p.(In Persian).
11- Halvaeifard, M. Masjedi, A.R. 2017. Submerged Vanes on Sediment Control in Lateral Intake at a 180 Degree River Arc. Journal of Water and Soil Science. 20(78): 29-38.(In Persian).
12- Jalili, H.R. HoseinzadeDalir, A. and Farshadizadeh, D. 2011. Effect of Intake Geometry on the Sediment Transport and Flow Pattern at Lateral Intake. Jornal ofIranian Water Research. 5(9): 1-10. (In Persian).
13- Nakato, T. Kennedy J.F. and Bauerly, D, .1990. Pump-station intake-shoaling control with Submerged vanes. Journal of Hydraulic Engineering. ASCE 116: 119-128.
14- Neary, V.S. Sotiropoulos, F. and Odgaard, A.J. 1999. Three - Dimentional Numerical Model of Lateral Intake Inflows. Journal of Hydraulic Engineering, Vol. 125, No. 2, PP. 126 – 140.
15- Odgaard AJ, and Mosconi C.E., 1987.Streambank protection by submerged vanes. Journal of Hydraulic Engineering, ASCE 113: 520-536.
16- Odgaard, A.J. and Lee, H.Y.E. 1984. Submerged Vanes for Flow Control and Bank Protection in streams.IIHR Rep. No. 279.Iowa Institute of Hydraulic Research.University of Iowa. Iowa.
17- Odgaard, A. J. and Wang, Y. 1991a. Sediment Management with Submerged Vanes, I: Theory. J. Hydraul. Eng. 117(3). 267-283.
18- Raudkivi, A. J. 1993. Sedimentation: Exclusion and Removal of Sediment from Diverted Water. Balkema. Rotterdam. 164 p.
19- Rostamabadi, M. SalehiNeyshabouri, S.A.A. Montaseri, H. and Pirestani, M.R. 2009. Numerical Simulation of the Effect of Submerged Vanes on Strength of Secondary Flow at Bend with Lateral Intake. Journal of Water and Soil Conservation. 16(3): 17-39.(In Persian).
20- SajediSabegh, M. and Habibi, M. 2003.Laboratory Investigation of using Submerged vane and Dikes on Efficiency of Intakes. Proceeding of 4th Hydraulic Conference.(In Persian).
21- Seyedian, S.M. Shafaei Bajestan, M. 2010. Comparison of Suspended Load Delivered into the Intake by Changing the Canal Side Angle from Perpendicular to 45 Degrees. 24(5): 985-994.(In Persian).
22- Varma, C.V.J. Saxena, K.R. And Rao, M.K. 1989. River Behaviour Management and Training.Centeral Board of Irrigation and Power. Publication New Dehli.Vol. 1.469 p.
23- Younesi, H. ,Omid, M.H.Kashefipour, S.M. 2003. A study of the effect of longitudinal arrangement of Submerged Vanes on channel configuration and increasing relative efficiency impoundment and decreasing sedimentation near the intake structures. Journal of Agriculture. 27:137-150.(In Persian).