TECHNICAL PAPERS
Oct 1, 2001

Robust Flow Control of Single Input Multiple Outputs Regulated Rivers

Publication: Journal of Irrigation and Drainage Engineering
Volume 127, Issue 5

Abstract

Regulated rivers are used in many countries to sustain summer low flows and supply water for different users (drinking water, industries, irrigation, hydropower, salubrity). An upstream dam is used as storage, and the river is used as a channel to convey water-to-water users. Such systems are characterized by long and variable time delays between upstream and downstream points. This paper deals with the automatic control of such systems, where the action variable is the upstream discharge released by the dam, and the controlled variable is the downstream discharge of the river. As there are multiple outputs given by intermediate measurement points distributed along the river, the system is a cascade of single input, single output systems and is considered as a single input, multiple output one. A generic robust design synthesis is developed for internal model-based controllers. Simulations carried out on a nonlinear model of the Gimone River in the southwest of France show the improvement compared to present semimanual regulation.

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References

1.
Corriga, G., Sanna, S., and Usai, G. ( 1989). “Estimation of uncertainty in an open-channel network mathematical model.” Appl. Math. Model, 13, 651–657.
2.
Cunge, J. (1969). “On the subject of a flood propagation computation method (Muskingum method).”J. Hydr. Res., 7(2), 205–230.
3.
Doyle, J. ( 1982). “Analysis of feedback systems with structured uncertainties.” IEE Proc., 129(6), 242–250.
4.
Francis, B. ( 1985). “A course in H control theory.” Lecture Notes in Control and Information Sciences, 88, Springer, New York.
5.
Jreij, H. ( 1997). “Sur la régulation des cours d'eau aménagés.” PhD thesis, Université Paris-X1 Dauphine (in French).
6.
Kosuth, P. ( 1994). “Techniques de régulation automatique des systèmes complexes: Application aux systèmes hydrauliques à surface libre.” PhD thesis, INP Toulouse, France (in French).
7.
Litrico, X. ( 1999). “Modélisation, identification et commande robuste de systèmes hydrauliques à surface libre.” PhD thesis, ENGREF, Montpellier, France (in French).
8.
Litrico, X. (2001). “Nonlinear diffusive wave modeling, and identification of open channels.”J. Hydro. Engrg., ASCE, 127(4), 313–320.
9.
Litrico, X., and Georges, D. ( 1999). “Robust optimal control of a dam-river system with intermediate measurements.” Proc., Eur. Contr. Conf., Karlsruhe, Germany, 2, 703–708.
10.
Malaterre, P. ( 1994). “Modélisation, analyse et commande optimale LQR d'un canal d'irrigation.” PhD thesis, ENGREF, Montpellier, France (in French).
11.
Miller, W., and Cunge, J. ( 1975). “Simplified equations of unsteady flow.” Unsteady flow in open channels, K. Mahmood and V. Yevyevich, eds., Water Resources Publications, Fort Collins, Colo., 183–257.
12.
Papageorgiou, M., and Messmer, A. ( 1989). “Flow control of a long river stretch.” Automatica, 25(2), 177–183.
13.
Sawadogo, S. ( 1992). “Modélisation, commande prédictive et supervision d'un système d'irrigation.” PhD thesis, INP Toulouse, France (in French).
14.
Schuurmans, J. ( 1997). “Control of water levels in open-channels.” PhD thesis, Delft University of Technology, The Netherlands.
15.
Seatzu, C., Giua, A., and Usai, G. ( 1998). “Decentralized volume control of open-channels using H2 norm minimization.” Proc., IEEE Int. Conf. on Systems, Man and Cybernetics, San Diego, 3891–3896.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 127Issue 5October 2001
Pages: 281 - 286

History

Received: Aug 22, 2000
Published online: Oct 1, 2001
Published in print: Oct 2001

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Authors

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Xavier Litrico
Res., Cemagref, UR IRMO, B.P. 5095, 34033 Montpellier Cedex 1, France. E-mail: [email protected]

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