Technical Papers
Aug 12, 2014

Is It Better to Use Gate Opening as Control Variable than Discharge to Control Irrigation Canals?

Publication: Journal of Irrigation and Drainage Engineering
Volume 141, Issue 3

Abstract

Centralized model predictive controllers are common in water systems. The control action variable can be the discharge, and the subsystems (canal pools) are modeled separately. This paper focuses on short canal pools where the interactions are stronger between canal pools. Could this procedure be better if gate openings were used as control action variables and the interconnected system were modeled for the controller? Model predictive controllers (MPCs) were developed using the discharge and the gate opening as control action variable and tested experimentally using the laboratory canal of the Technical University of Catalonia. It was found that for centralized MPCs for short canal pools, the use of gate opening as control action variable is more beneficial than discharge. Another additional advantage is that in this way it is possible to put constraints on the gate opening and the change of gate opening, which are important to the limitations of the physical system.

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References

Bryson, A., and Ho, Y. (1969). “Applied optimal control: Optimization, estimation, and control.” Blaisdell book in the pure and applied sciences, Blaisdell Publications, Waltham, MA.
Camacho, E. F., and Bordons, C. (1998). Model predictive control, Springer, London.
Clemmens, A., Litrico, X., van Overloop, P.-J., and Strand, R. (2012). “Estimating canal pool resonance with auto tune variation.” J. Irrig. Drain. Eng., 9–15.
Gómez, M., Rodellar, J., and Mantecón, J. A. (2002). “Predictive control method for decentralized operation of irrigation canals.” Appl. Math. Modell., 26(11), 1039–1056.
Horváth, K. (2013). “Model predictive control of resonance sensitive irrigation canals.” Ph.D. thesis, Technical Univ. of Catalonia, Barcelona, Spain.
Lemos, J. M., Rato, L. M., Machado, F., Nogueira, N., Salgueiro, P., and Neves-Silva, R. (2007). “Predictive adaptive control of water level in canal pools.” Proc., IEEE 16th Int. Conf. on Systems Science, Vol. 3, IEEE, Wrocław, Poland, 139–148.
Li, Y., Cantoni, M., and Weyer, E. (2004). “Design of a centralized controller for an irrigation channel using H loop-shaping.” UKACC Control 2004 Mini Symposia 11.1, IET, 7.
Li, Y., and De Schutter, B. (2010). “Control of a string of identical pools using non-identical feedback controllers.” Proc., 49th IEEE Conf. on Decision and Control, IEEE, 120–125.
Litrico, X., and Fromion, V. (2004). “Simplified modeling of irrigation canals for controller design.” J. Irrig. Drain. Eng., 373–383.
Litrico, X., Malaterre, P.-O., Baume, J., and Ribot-Bruno, J. (2008). “Conversion from discharge to gate opening for the control of irrigation canals.” J. Irrig. Drain. Eng., 305–314.
Maestre Torreblanca, J. M. (2010). “Distributed model predictive control based on game theory.” Ph.D. thesis, Univ. of Seville, Seville, Spain.
Malaterre, P.-O., and Baume, J. P. (1997). “SIC 3.0, a simulation model for canal automation design” Int. Workshop on Regulation of Irrigation Canals: State of Art of Research and Applications, A. Mokhlisse, ed., Vol. I, L.A.A.A.-C.N.R.S., Marrakech, Morocco, 68–75.
Malaterre, P.-O., and Baume, J. P. (1999). “Optimum choice of control action variables and linked algorithms. Comparison of different alternatives.” Proc., Workshop on Modernization of Irrigation Water Delivery Systems, Committee on Irrigation and Drainage, Denver, CO, 387–406.
MATLAB Version 7.10.0 (R2010a) [Computer software]. MathWorks, Natick, MA.
Montazar, A., van Overloop, P.-J., and Brouwer, R. (2005). “Centralized controller for the Narmada main canal.” Irrig. Drain., 54(1), 79–89.
Ogata, K. (2010). Modern control engineering, 5th Ed., Instrumentation and Controls Series, Prentice Hall, Upper Saddle River, NJ.
Rivas-Perez, R., Prada Moraga, C., Peran Gonzalez, J., and Kovalenko, P. (2002). “Robust adaptive predictive control of water distribution in irrigation canals.” Proc., 15th Int. Federation of Automatic Control World Congress, Vol. 15, International Federation of Automatic Control.
Schuurmans, J. (1997). “Control of water levels in open channels.” Ph.D. thesis, Delft Univ. of Technology, Delft, The Netherlands.
Schuurmans, J., Bosgra, O., and Brouwer, R. (1995). “Open-channel flow model approximation for controller design.” Appl. Math. Modell., 19(9), 525–530.
Sepúlveda, C. (2008). “Instrumentation, model identification and control of an experimental irrigation canal.” Ph.D. thesis, Technical Univ. of Catalonia, Barcelona, Spain.
van Overloop, P.-J. (2006). “Model predictive control on open water systems.” Ph.D. thesis, Delft Univ. of Technology, Delft, The Netherlands.
van Overloop, P.-J., and Bombois, X. (2012). “Identification of properties of open water channels for controller design.” 16th IFAC Symp. on System Identification, Vol. 16, International Federation of Automatic Control, 1019–1024.
van Overloop, P.-J., Clemmens, A., Strand, R., Wagemaker, R., and Bautista, E. (2010a). “Real-time implementation of model predictive control on Maricopa-Stanfield irrigation and drainage district’s WM canal.” J. Irrig. Drain. Eng., 747–756.
van Overloop, P.-J., Horváth, K., and Aydin, B. E. (2014). “Model predictive control based on an integrator resonance model applied to an open water channel.” Control Eng. Pract., 27(0), 54–60.
van Overloop, P.-J., Miltenburg, I. J., Bombois, X., Clemmens, A. J., Strand, R., and van de Giesen, N. (2010b). “Identification of resonance waves in open water channels.” Control Eng. Pract., 18(8), 863–872.
Welz, I. G., Litrico, X., Fromion, V., Rijo, M., and Malaterre, P. (2005). “Stability and performance analysis of classical decentralized control of irrigation canals.” Proc., 16th IFAC World Congress, Vol. 16, International Federation of Automatic Control.
Weyer, E. (2001). “System identification of an open water channel.” Control Eng. Pract., 9(12), 1289–1299.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 141Issue 3March 2015

History

Received: Dec 16, 2013
Accepted: Jun 30, 2014
Published online: Aug 12, 2014
Discussion open until: Jan 12, 2015
Published in print: Mar 1, 2015

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Authors

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Klaudia Horváth [email protected]
Ph.D., Dept. of Environmental, Hydraulic and Maritime Engineering, Technical Univ. of Catalonia, Jordi Girona 1, 08031 Barcelona, Spain; presently, Post-Doctoral Researcher, École des Mines de Douai, Dept. of Informatics and Automation, 764 Blvd. Lahure, 59500 Douai, France (corresponding author). E-mail: [email protected]
Eduard Galvis
Ph.D. Student, Dept. of Applied Mathematics III, Technical Univ. of Catalonia, Jordi Girona 1, 08031 Barcelona, Spain.
Manuel Gómez Valentín
Full Professor, Dept. of Environmental, Hydraulic and Maritime Engineering, Technical Univ. of Catalonia, Jordi Girona 1, 08031 Barcelona, Spain.
José Rodellar Benedé
Full Professor, Dept. of Applied Mathematics III, Technical Univ. of Catalonia, Jordi Girona 1, 08031 Barcelona, Spain.

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