1.Abbasi, S., and Kamanbedast, A.A.
2012. Investigation of Effect of
Changes in Dimension and Hydraulic of
Stepped Spillways for Maximization
Energy Dissipation, World Appl. Sci. J.
18: 2. 261-267, 2012, ISSN 1818-4952 ©
IDOSI Publications.
2.Chamani, M.R., and Rajaratnam, N.
1994. Jet flow on stepped spillway,
J. Hydr. Engin. ASCE. 12: 5. 441-448.
3.Chamani, M.R., and Rajaratnam, N.
1999. Charactristics of skimming flow
over stepped spillway, J. Hydr. Engin.
125: 4. 361-367.
4.Chanson, H. 1994a. Hydraulics of
skimming flows over stepped channels
and spillways, J. Hydr. Res. 32: 3.
5.Chanson, H. 1994b. Comparison of
Energy dissipation between nappe and
skimming flow Regimes on stepped
chutes, J. Hydr. Res. 32: 2. 213-218.
6.Chanson, H. 1994c. Jet flow on stepped
spillways, Discussion, J. Hydr. Engin.
120: 2. 443-444.
7.Chanson, H. 1995. Hydraulic Design of
stepped Cascades Channels Weirs and
Spillway, Pergamon, Oxford, UK.
8.Chanson, H. 2001. The hydraulic of
stepped chutes and spillway, TC. 555,
C. 4623.
9.Chinnarasi, C., and Wongwisess, S. 2006.
Flow patterns and energy dissipation over
various stepped chutes, J. Irrig. Drain.
Engin. ASCE. 132: 1.
10.Erfanian Azmodeh, M.H., and
Kamanbedast, A.A. 2013. Determine the
Appropriate Location of Aerator System
on Gotvand olia dam's Spillway Using
Flow 3D. JAES.
11.Essery, I.T.S., and Horner, M.W. 1971.
The hydraulic design of stepped
spillway, Report 33, Constr. Industry
Res. And Information Assoc. London,
England.
12.Kamanbedast, A., and Gholizade, B.
2012. The study of siphon spillway
Hydraulic by Modeling (physical a
software), J. Appl. Sci. Res.
13.Kamanbedast, A. 2012. The Investigation
of Discharge Coefficient for the
Morning Glory Spillway Using
Artificial Neural Network, World Appl.
Sci. J. 17: 7. 913-918.
14.Kamanbedast, A. 2014. Handbook of
hydraulic structures engineering.
Published in Islamic Azad University,
Ahvaz, Iran. (In Persian)
15.Rajaratnam, N. 1990. Skimming flow in
stepped spillway, J. Hydr. Engin. ASCE.
116: 4.
16.Zaretsky, Y., and Korchevsky, V. 1997.
Kowsar dam project (Tang-e-Duk),
Joint final report, International institute
of geo mechanics and hydro structures,
Moscow, Russia.