1- Akbaryan, A. 1992. Hydraulic Design of structures of channels. Amidi pub,p700.(In Persian)
2- Chow, V.T. 1959. Open Channel Hydraulics. McGraw-Hill Book Co, New York, NY.
3- Katoorani, S. and,Kashefipour, S.M. 2011. Laboratory investigation of the effect of distance and width of the obstacles on the length of the hydraulic jump along the obstructed drop downstream, National Congress of Structures, Road, Architecture, Chalus, Islamic Azad University, Chalous Branch.(In Persian).
4- Pagliara, S. and Chiavaccini, P. 2006. Flow resistance of rock chutes with protruding boulders. J. Hydraulic Engineerig. ASCE. 128(4), pp.545-553.
5- Pagliara, S., Carnacina, N. and Palerm, M. 2009. “Energy dissipation in presence of block ramps with enlarged stilling basins.” 33rd IAHR Congress, Water Engineering for a Sustainable Environment.
6- Peterka, A. , Hydraulic Design of Stilling Basins and Energy Dissipators, Engineering Monograph No. 25, U.S. Department of Interior, Bureau of Reclamation, 1964, pp. 154-188.
7- Rahmanshahi, Z.M. and Shafai Bajestan M. 2012. Experimental Investigation of the Effect of Chute Bed Roughness Height on Energy Dissipation. Journal of Water and Soil Science. Vol 22, Num 2, Summer 2012, pp: 95-106. (In Persian).
8- Rashidi Avandi, M. and Fathhi, A. 2016. The effect of artificial roughness in sloping drains on scouring Depth of Stilling basin, Master thesis, Shahid Chamran University of Ahvaz.p 97. (In Persian).
9- Rhone, L. 1971. Studies to Determine the Feasibility of a Baffled Apron Drop as a Spiliway Energy Dissipator-Conconully Dam Spillway-Okanogan Project, Washington, U.S. Bureau of Reclamation, Report REC-ERC-71- 29.
10- Rodi, W. 1979. Turbulence models and their application in hydraulics- a state-of-the-art review. IAHR, Delft, Netherlamds.
11- Yakhot, V.
, Orszag, S. A.
, Thangam, S.
, Gatski, T. B.
and Speziale, C. G.
1992. Development of Turbulence Models for Shear Flows by a Double Expansion Technique. Physics of Fluids A, 4,
12- Zulfequar, A, Nadimetla, M, P, and Bernhard, W. 2009. Energy Dissipation on Block Ramps with Staggered Boulders. J. Hydraulic. Eng. ASCE. 135(6), pp.522-526.