Ali, K.H.M. and Pateman, D., 1980. Theoretical and experimental investigations of air-regulated siphons. Proceedings of the Institution of Civil Engineers, 69(1), pp. 111-138.
Babaeyan-Koopaei, K., Valentine, E.M. and Ervine, D.A., 2002. Case study on hydraulic performance of Brent Reservoir siphon spillway. Journal of Hydraulic Engineering, 128(6), pp. 562-567.
Bos, M.G., 1976. Discharge measurement structures. Publication No. 161, Delft Hydraulic Laboratry, Delft, the Nederlands.
Cassidy, J.J., 1965. Irrotational flow over spillways of finite height. Journal of the Engineering Mechanics Division, 91(6), pp. 155-173.
Cassidy, J.J., 1970. Designing spillway crests for high-head operation. Journal of the Hydraulics Division, 96(3), pp. 745-753.
Castro-Orgaz, O., 2008. Curvilinear flow over round-crested weirs. Journal of Hydraulic Research, 46(4), pp. 543-547.
Chow, V.T., 1959. Open-channel hydraulics. McGraw-Hill, Caldwell, New Jersey.
Coleman, H.W., Wei, C.Y. and Lindell, J.E., 2004. Hydraulic design of spillways. Hydraulic design handbook, pp.17-41. McGraw-Hill
Dressler, R.F., 1978. New nonlinear shallow-flow equations with curvature. Journal of Hydraulic Research, 16(3), pp. 205-222.
Ervine, D.A. and Oliver, G.C.S., 1980. The full-scale behaviour of air-regulated siphon spillways. Proceedings of the Institution of Civil Engineers, 69(3), pp. 687-706.
Falvey, H.T., 1990. Cavitation in chutes and spillways. Denver: US Department of the Interior, Bureau of Reclamation.

Ferziger, J.H., Perić, M. and Street, R.L., 2002. Computational methods for fluid dynamics (Vol. 3, pp. 196-200). Springer, Berlin
Foerster, K.E. and Anderson, A.G., 1969. Model Study of the Spillway of the Reza Shah Kabir Project Khuzestan Water and Power Authority Ministry of Water and Power-Government of Iran.
Frizell, K.W., Renna, F.M. and Matos, J., 2013. Cavitation potential of flow on stepped spillways. Journal of Hydraulic Engineering, 139(6), pp.630-636.
Gribbin, J.E., 2013. Introduction to Hydraulics & Hydrology: With Applications for Stormwater Management. Nelson Education. Hager, W.H. and Bremen, R., 1988. Plane gate on standard spillway. Journal of Hydraulic Engineering, 114(11), pp. 1390-1397.
Head, C.R., 1971. A self-regulating river siphon. Journal of Institution of Water Engineers, 25(1), pp. 63-72.
Head, C.R., 1975. Low-Head Air Regulated Siphons. Journal of the Hydraulics Division, 101(3), pp. 329-345.
Hirt, C.W. and Nichols, B.D., 1981. Volume of fluid (VOF) method for the dynamics of free boundaries. Journal of Computational Physics, 39(1), pp. 201-225.
Houghtalen, R.J., Osman, A. and Hwang, N.H., 2017. Fundamentals of hydraulic engineering systems. Fifth edition. Prentice Hall, Hoboken, New Jersey.
Jones, W.P. and Launder, B.E., 1972. The prediction of laminarization with a two-equation model of turbulence. International Journal of Heat and Mass Transfer, 15(2), pp. 301-314.
Kermani, E.F., Barani, G.A. and Hessaroeyeh, M.G., 2018. Cavitation damage prediction on dam spillways using Fuzzy-KNN modeling. J Appl Fluid Mech, 11(2), pp.323-329.
Khatsuria, R.M., 2004. Hydraulics of spillways and energy dissipators. CRC Press, Boca Raton, Florida.
Launder, B.E. and Spalding, D.B., 1974. The numerical computation of turbulent flows. Computer Methods in Applied Mechanics and Engineering, 3(2), pp. 269-289.
Lee, W. and Hoopes, J.A., 1996. Prediction of cavitation damage for spillways. Journal of Hydraulic Engineering, 122(9), pp.481-488.
Linsley, R.K. and Franzini, J.B., 1964. Water-resources engineering. McGraw-Hill, Highstown, New Jersey 08520
Liuzzo, L. and Freni, G., 2015. Analysis of extreme rainfall trends in sicily for the evaluation of depth-duration-frequency curves in climate change scenarios. Journal of Hydrologic Engineering, 20(12), p.04015036.
Mailhot, A. and Duchesne, S., 2010. Design criteria of urban drainage infrastructures under climate change. Journal of Water Resources Planning and Management, 136(2), pp.201-208.
Nie, M.X., 2001. Cavitation prevention with roughened surface. Journal of Hydraulic engineering, 127(10), pp.878-880.
Peltier, Y., Dewals, B., Archambeau, P., Pirotton, M. and Erpicum, S., 2018. Pressure and velocity on an ogee spillway crest operating at high head ratio: experimental measurements and validation. Journal of Hydro-environment Research, 19, pp. 128-136
Pope, S.B., 2001. Turbulent flows. Cambridge University Press, Cambridge, U.K.
Rahmeyer, W.J., 1981. Cavitation damage to hydraulic structures. Journal‐American Water Works Association, 73(5), pp.270-274.
Ramamurthy, A.S. and Vo, N.D., 1993. Application of Dressler theory to weir flow. Journal of Applied Mechanics, 60, pp. 163-166.
Ramamurthy, A.S., Vo, N.D. and Balachandar, R., 1994. A note on irrotational curvilinear flow past a weir. Journal of Fluids Engineering, 116(2), pp. 378-381.
Johnson, N. K. and Richardson, L. F., 1922. Weather Prediction by Numerical Process. The Mathematical Gazette, 11(159), pp. 125–125. Doi: 10.2307/3603284.
Savage, B.M. and Johnson, M.C., 2001. Flow over ogee spillway: Physical and numerical model case study. Journal of Hydraulic Engineering, 127(8), pp. 640-649.
Shih, T.H., Liou, W.W., Shabbir, A., Yang, Z. and Zhu, J., 1995. A new k-ϵ eddy viscosity model for high Reynolds number turbulent flows. Computers & Fluids, 24(3), pp. 227-238.
Schlichting, H. and Gersten, K., 2000. Boundary-Layer Theory. Springer, Berlin
Tadayon, R. and Ramamurthy, A.S., 2013. Discharge coefficient for siphon spillways. Journal of Irrigation and Drainage Engineering, 139(3), pp. 267-270.
Tennekes, H. and Wyngaard, J.C., 1972. The intermittent small-scale structure of turbulence: data-processing hazards. Journal of Fluid Mechanics, 55(1), pp. 93-103.
Tullis, B.P., 2011. Behavior of submerged ogee crest weir discharge coefficients. Journal of Irrigation and Drainage Engineering, 137(10), pp. 677-681.
USACE, 1990. Hydraulic design of dpillways. Department of the Army Corps of Engineers, Washington, D.C. EM 1110‐2‐1603.
USBR, 1977. Design of small dams. U.S. Government Printing Office. Washington, D.C.
Vermeyen, T.B., Merritt, D.H. and Taylor, G.M., 1991. Design of high capacity spillways for Ritschard Dam, Colorado. In Hydraulic Engineering (pp. 394-399). ASCE.
Vermeyen, T.B., 1992. Uncontrolled ogee crest research. PAP-0609, U.S. Bureau of Reclamation. 
Wan, W., Liu, B. and Raza, A., 2018. Numerical prediction and risk analysis of hydraulic cavitation damage in a High-Speed-Flow spillway. Shock and Vibration, 2018.
Wilcox, D.C., 1998. Turbulence modeling for CFD. DCW Industries, La Canada, CA. 
Yakhot, V. and Orszag, S.A., 1986. Renormalization group analysis of turbulence. I. Basic theory. Journal of Scientific Computing, 1(1), pp. 3-51.
Yusuf, F. and Micovic, Z., 2020. Prototype-scale investigation of spillway cavitation damage and numerical modeling of mitigation options. Journal of Hydraulic Engineering, 146(2), p.04019057.