1.Amein, M. 1968. An implicit method for numerical flood routing. J. Water Resour. Res.
4: 3. 719-726.
2.Bayalski, C.P., Ehler, D.G., Falvey, H.T., Rogers, D.C., and Serfozo, E.A. 1991. Canal
Systems Automation Manual. United State Bureau of Reclamation. 1.
3.Baume, J.P., Malaterre, P.O., and Sau, J. 1999. Tuning of PI controllers for an irrigation canal
using optimization tools. USCID Workshop. Pp: 483-500.
4.Clemmense, A.J., Kacerek, T.F., Grawitz, B., and Schuurmans, W. 1998. Test Cases for Canal
Control Algorithms. J. Irrig. Drain. Engin. 124: 1. 23-29.
5.Chu, W., Gao, X., and Sorooshian, S. 2010. Improving the shuffled complex evolution
scheme for optimization of complex nonlinear hydrological systems: Application to the
calibration of the Sacramento soil-moisture accounting model. J. Resour. Res. 46: 1-12.
6.Duan, Q., Sorooshian, S., and Gupta, V.K. 1992. Effective and efficient global optimization
for conceptual Rainfall-Runoff models. J. Water Resour. Res. 28: 4. 2493-2508.
7.Emadi, A. 2007. Mathematical Models Development of Optimal Operation in Irrigation
Canals Considering Conjunctive Use of Surface and Ground Water. Ph.D. Thesis of
Agricultural Department. Tarbiat Modaress University, 171p. (In Persian)
8.Emadi, A.R., and Kakouei, S. 2014. Determination of Optimal Parameters of Empirical Area
Reduction Method in Karaj Reservoir Dam using SCE. J. Water Soil Cons. 21: 3. 179-195.
9.Henderson, F.M. 1966. Open channel flow. Macmillan Publishing Co. NewYork, 273p.
10.Hosseinzadeh, Z. 2010. Design and preparation of mathematical and physical models of
automatic overshot gate and its automatin system test. M.Sc. Thesis of Agricultural
Department. Tarbiat Modaress University, 162p. (In Persian)
11.Isapour, S. 2008. Modelling and Assessment of control algorithm in development of
management operation irrigation network (Case study: dez irrigation network). M.Sc. Thesis
of Tehran University, 128p. (In Persian)
12.Isapour, S., and Montazer, A.A. 2010. Assessment of global automatic downstream control
system PI in Dez irrigation network. P 1-8, 3th National Conference on irrigation and
drainage network management, Ahwaz. (In Persian)
13.Jamali, S. 2011. Development of Optimization Model for PID Automatic Control Parameters
in ICSS Model Using GA. M.Sc. Thesis of Agricultural Department. Tarbiat Modaress
University, 145p. (In Persian)
14.Jeon, J.H., Park, C.G., and Engel, B.A. 2014. Comparison of Performance between Genetic
Algorithm and SCE-UA for Calibration of SCS-CN Surface Runoff Simulation. J. Water.
15.Joes, V.A., Pedro, L., Joes, R., Lorenzo, L., and Keloudia, H. 2016. Predictive control of
irrigation canals – robust design and real-time implementation. J. Water Resour. Manage.
16.Litrico, X., Malatterre, J.P., Voin, P.Y., and Ribot– Bruno, J. 2007. Automatic Tuning of PI
controllers for Irrigation Canal Pool. J. Irrig. Drain. Engin. 133: 1. 27-37.
17.Mahab Ghods (Consulting Engineers). 2009. Instruction for operation and maintenance of
MC canal, 121p. (In Persian)
18.Malaterre, P.O., Roggers, D.C., and Schuurmans, J. 1998. Classification of canal control
algorithm. J. Irrig. Drain. Engin. 124: 1. 3-10.
19.Manz, D.H. 1985. System analysis of irrigation conveyance system. Thesis as a Part of the
Requirements of Doctor of Philosophy in Civil Engineering. University of Alberta.
Edmonton. Alberta, Canada, 435p.
20.Merkley, G.P. 1997. Canalman User's Guide. Dept. of Biological and Irrigation Engineering,
Utah State University.
21.Molden, D.J., and Gates, T.K. 1990. Performance measures for evaluation of irrigation water
delivery systems. J. Irrig. Drain. Engin. 116: 6. 804-822.
22.Monem, M.J., and Mamizadeh, J. 2005. Development of Mathmatical model of BIVAL
Downstream Control System in Irrigation Canals. 5th Iranian Hydroulic Conference. Kerman,
Pp: 1-10. (In Persian)
23.Onyari, E., Taigbenu, A., and Ndiritu, J. 2016. Groundwater Pollution Source Identification
by Optimization and the Green Element Method. World Environmental and Water Resources
Congress, Pp: 1-10.
24.Qaderi, K., Samani, J.M.V., Eslami, H.R., and Saghafian, B. 2006. Auto calibration of
a rainfall- runoff model based on sce method. J. Iarn- Water Resour. Res. 2: 2. 39-52.
25.Sadeghi Tebs, S., and Pourreza Bilandi, M. 2015. Comparison of optimization and uncertainty
analysis methods in hydrological modeling. J. Range Water. Manage. 68: 3. 533-552.
26.Schuurmans, J. 1997. Control of Water Levels in Open-Channels. Desertation (TUDelft),
27.Seyedmousavi, S.M., Parvaresh Rizi, A., and Isapour, S. 2015. Improving the Coefficients of
Proportional-Integral Controller Based On System Identification Process on Doosti Irrigation
Network. J. Water Soil. 29: 4. 850-860. (In Persian)
28.Slambolchzadeh, H. 2006. Assessment and improvement of the reservoir management in
operation irrigation network (case study: Moghan irrigation network). M.Sc. Thesis of
Agricultural Department. Tarbiat Modaress University, 105p. (In Persian)
29.Sorooshian, S., Duan, Q., and Gupta, V.K. 1993. Calibration of Rainfall-Runoff models:
application of global optimization to the Sacramento soil moisture accounting model.
Water Resources Research. 29: 4. 1185-1194.
30.Strekloff, T. 1969. One dimensional equation of open channel flow. J. Hydr. Divi. ASCE.
7: 4. 861-876.
31.Van Overloop, P.J., Schuurmans, J., Brouwer, R., and Burt, CM. 2005. Multiple model
optimization of proportional integral controllers on canals. Irrigation and Drainage
Engineering. 131: 190-196.
32.Zhou, B., Clough, D.E., and Fuentes, Y.O. 1995. A PID Controller with Adaptive Error
Dispersion for Interacting Gates on Main Irrigation Canals. American Control Conference,