1- Abrari, L., Talebbeydokhti, N. and S. Sahraei. 2015. Investigation of Hydraulic Performance of Piano Shaped Weirs Using Three Dimensional Numerical Modeling. Ijst, Transactions of Civil Engineering. 39, 539-558, Printed In The Islamic Republic Of Iran.
2- Acanal, N. and T. Haktanir. 1999. Five stage flood routing for gated reservoirs by grouping floods into five different categories according to their return periods. Hydrological Sciences Journal. 44(2): 163–172.
3- Ahmad Al_Issa, H., Thuneibat, S., Ijjeh, A.and M. Abdesalam. 2016. Sensors application using PIC16F877A Microcontroller. American Journal of Remote Sensing. 4(3): 13-18.
4- Bartosiewicz, Z., Kotta, Ü., Pawłuszewicz, E. and Wyrwas, M., 2011. Control systems on regular time scales and their differential rings. Mathematics of control, signals, and systems, 22(3), pp.185-201.
5- Baghlani, A. and N. Talebbeydokhti. 2013. Hydrodynamics of right-angled channel confluences by a 2D numerical model. Iranian Journal of Science & Technology Transactions of Civil Engineering. 37(2): 271-283.
6- Camnasio, E., Erpicum, S., Orsi, E., Pirotton, M., Schleiss, A. J., & B. Dewals. 2013. Coupling between flow and sediment deposition in rectangular shallow reservoirs. Journal of Hydraulic Research.51(5): 535–547.
7- Carusone, T.C., John, D.A. and K.W. Martin. 2012. Analog Integrated Circuit Design. Second Edition, John Wiley and Sons, Inc., Hoboken.
8 Chen, J., Guo, S., Li, Y., Lui, P. and Y. Zhou. 2013. Joint operation and dynamic control of flood limiting water levels for cascade reservoirs. Water Resources Management. 27(3): 749-763.
9- Chen, W., Anderson, B.D.O., Deistler, M. and A. Filler. 2012. Properties of blocked linear systems. Automatica. 48: 2520–2525.
10- Dewals, B. J., Kantoush, S. A., Erpicum, S., Pirotton, M.& A.J. Schleiss. 2008. Experimental and numerical analysis of flow instabilities in rectangular shallow basins. Environmental Fluid Mechanics. 8(1): 31–54.
11- Dorf, R.C and R.H. Bishap. 2010. Introduction Solutions Manual for Modern Control Systems. Twelfth Edition, Prentice Hall, New York.
12- Giannakis, E., Bruggeman, A., Djuma, H., Kozyra, J. and J. Hamme. 2016. Water pricing and irrigation across Europe: opportunities and constraints for adopting irrigation scheduling decision support systems.Water Science & Technology: Water Supply. 16 (1): 245-252.
13. Hosseini, S. M. and Abrishami, J. 2010. Hydraulic of Open Channels. Twenty-Fourth Edition, Astan Quds Razavi, Mashhad. (in persian).
14- Huschto, T., Feichtinger, G., Hart, R.F., Kort, P.M., Sager, S. and S.S. Seidl. 2011. Numerical solution of a conspicuous consumption model with constant control delay.Automatica 47: 1868–1877.
15- Inoue, M., Wada, T., Ikeda, M. and E. Uezato. 2015. State-space H∞ controller design for descriptor systems. Automatica 59: 164–170.
16- Karris, S.T. 2003. Signals and System. Second Edition, California: Orchard Publications, California.
17- Kumar, D. N., Baliarsingh, F. and K.S. Raju. 2010. Optimal reservoir operation for flood control using folded dynamic programming. Water Resource Management. 24(6): 1045–1064.
18- Liu, X., Qu, H., Zhao, J., Chen, B. 2017. “State space maximum correntropy filter.” Signal Processing, Vol. 130, PP. 152–158.
19- Lumbroso, D. and Gaume, E., 2012. Reducing the uncertainty in indirect estimates of extreme flash flood discharges. Journal of Hydrology, 414, pp.16-30.
20- Mariën, J.L., 1984. Controllability conditions for reservoir flood control systems with applications. Water Resources Research, 20(11), pp.1477-1488.
21- Medeiros, S.C., Hagen, S.C. and Weishampel, J.F., 2012. Comparison of floodplain surface roughness parameters derived from land cover data and field measurements. Journal of Hydrology, 452, pp.139-149.
22- Mohammadzadeh-Habili, J., Heidarpour, M., Mousavi, S.F. and Haghiabi, A.H., 2009. Derivation of reservoir’s area-capacity equations. Journal of Hydrologic Engineering, 14(9), pp.1017-1023.
23- Ogata, K. 2010. Modern Control Engineering. Fifth Edition, Prentice Hall, New Jersey.
24- Oppenheim, A.R., Willsky, A. and S. Hamid Nawab. 1997. Signals and Systems. Second Edition, Original English Language Edition Published By Prentice Hall International, Inc., China.
25- Sule, B.F. and S.A. Alabi. 2013. Application of synthetic unit hydrograph methods to construct storm hydrographs. International Journal of Water Resources and Environmental Engineering 5(11): 639-647.
26- Tsui, K.M. and Chan, S.C., 2011. A versatile iterative framework for the reconstruction of bandlimited signals from their nonuniform samples. Journal of Signal Processing Systems, 62(3), pp.459-468.
27- Tu, Y.Q. and Y.L. Shen. 2017. Phase correction autocorrelation-based frequency estimation method for sinusoidal signal.Signal Processing 130: 183–189.
28- Wei, C.C. and N.S. Hsu. 2009. Optimal tree based release rules for real-time flood control operations on a multipurpose multi reservoir system. Journal of Hydrology 365(3): 213–224.
29- Windsor, J.S., 1973. Optimization model for the operation of flood control systems. Water Resources Research, 9(5), pp.1219-1226.
30- Zang, S.T., Liu, Y., Li, M.M. and B. Liang. 2016. Distributed hydrological models for addressing effects of spatial variability of roughness on overland flow.Water Science and Engineering 9(3): 249-255.