Abbasi, A. (2003). Experimental investigation on sediment control at lateral intakes in straight channels. PhD Thesis on civil engineering, Tarbiat Modares University.
Auel, C., Boes, R. M. (2011). Sediment bypass tunnel design–review and outlook . Taylor & Francis Group, London. pp. 403-412
Barkdoll, B.D., R. Ettema and A.J. Odgaard. (1999). Sediment control at lateral diversion: limits and enhancements to vane use. Journal of Hydraulic Engineering ASCE, 125(8): 862-870.
Barkdoll, B. D.(1977). Sediment control at lateral diversion, Ph.D. dissertation, Civil and Environmental Engineering, University of Iowa
Bakhtiyari, N,. Nikoufar, B.(2005). Investigation of sedimentation in dams reservoir using two dimensional numerical analysis. Structural analysis - earthquake. 8-14, 2 (2). (in Farsi)
Behbahani, H & Shafaei Bajestan, M. (2004).Investigation on hydraulic conditions at intakes with diversion angles 90° and 75° by using physical model. Master thesis, water structures engineering, Shahid Chamran University.
Boes, R. M., Auel, C., Hagmann, M., Albayrak, I. (2014). Sediment bypass tunnels to mitigate reservoir sedimentation and restore sediment continuity. Reservoir sedimentation, 221-228.
Cajot, S., Schleiss, A., Sumi, T., Kantoush, S. (2012). Reservoir sediment management using replenishment: a numerical study of Nunome Dam. In Proceedings (on CD) of the International Symposium on Dams for a changing world-80th Annual Meeting and 24th Congress of CIGB-ICOLD (No. EPFL-CONF-178312, pp. 2-131).
Emamgholizadeh, S., Fathi Moghadam
, M. (2014). Pressure Flushing of Cohesive Sediment in Dam Reservoir. Journal of Hydrology
Emamgholizadeh, S., Samadi, H. (2008). Desalting of deposited sediment at the upstream of the Dez reservoir in Iran. Journal of Applied Sciences in Environmental Sanitation, 3(1), 25-35.
Hashid, M., A. Hussain and Z. Ahmad. (2015). Discharge characteristics of lateral circular intakes in open channel flow. Flow Measurement and Instrumentation, 46: 87-92
Izadpanah, Z., Salehi Neishabouri, A. (2003).Investigation of sediment transport in lateral intakes. Journal of Agriculture, 26:15-24.
Jafari-Mianaei, S. and Ayyoubzadeh, S. A. 2014. Experimental investigation of the effect of inclined mainchannel wall on the amount of delivered sediment into the lateral intake with/without submergedvanes. Iranian J. Irrig. Drain. 4(7): 521-534.
Karami Moghadam, M., Shafai Bajestan, M., Sedghi, H. (2010). Sediment entry investigation at the 30 degree water intake installed at a trapezoidal channel, World Applied Sciences Journal 11 (1):82-88
Kolahdouzan, M., Behlouli, A, Mohamadian, A. (2002). One-dimensional and two-dimensional simulation of sedimentation of Shahid Cham Gardolan dam (Ilam). The 6th International Symposium on River Engineering, Shahid Chamran University of Ahvaz. (in Farsi).
Pirestani, M. (2004). Investigation on flow pattern and scouring at intakes incurved channels. PhD Thesis on irrigation engineering, Islamic Azad University, Science and Research center, Tehran Branch. p17.
Salemnia, A. and Shafaei-Bajestan, M. (2011). Investigation on the effect of submerged vanes on the amount of sediment entrance of trapezoidal channel into the lateral intake by changing the discharge diversion ratio. Proceeding of the 10th Iranian Hydraulic Conference. University of Guilan. Rasht. Iran.(in Farsi)
Shabanlou, S. (2000). Investigation of sedimentation in some reservoir dams of Iran, Master thesis for irrigation and drainage, Faculty of Agriculture, Isfahan University of Technology. ( in Farsi)
Vischer, D. (1997). Bypass tunnels to prevent reservoir sedimentation. In Proc. 19th ICOLD Congress, Florence, Italy, 1997.
White, R. (2001). Evacuation of sediments from reservoirs. Thomas Telford.