TECHNICAL PAPERS
Jan 28, 2011

Applying Water-Level Difference Control to Central Arizona Project

Publication: Journal of Irrigation and Drainage Engineering
Volume 137, Issue 12

Abstract

The Central Arizona Project (CAP) has been supplying Colorado River water to Central Arizona for roughly 25 years. The CAP canal is operated remotely with a supervisory control and data acquisition (SCADA) system. Gate-position changes are made either manually or through the use of automatic controls with a controlled-volume approach. In this paper, the writers examine the potential application to the CAP canal of water-level difference control, a new feedback canal-control method. The main objective of this method is to keep the downstream water-level errors in equal pools. The control model is a multiple input and multiple output (MIMO) system, and the controller is solved as a linear quadratic regulator (LQR). A feed-forward routine called volume compensation was also used to route the flow changes. Simulation results show that this method is stable and can deal with different kinds of changes relatively quickly. For small changes, the water-level difference controller can operate well even without routing flow changes. For large flow changes, the water-level difference control alone can take up to 12 h to stabilize all water levels. Performance is greatly improved with the inclusion of the feed-forward routine. This new method provides better water-level control than the current method, and it is much less sensitive to errors in gate calibration. The writers suggest that this water-level difference-control method is quite promising, especially for large canals.

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Acknowledgments

This work was partially supported by National Natural Science Foundation of China (No. NNSFC51009108) on the Coupling ID model and resonance filter algorithm study for open-channel water delivery control systems, and the Doctoral Found of Ministry of Education of China (No. UNSPECIFIED20090141120029) on Centralized ID modeling and LQR Controller design on canal systems.

References

Bautista, E., and Clemmens, A. J. (2005). “Volume compensation method for routing irrigation canal demand changes.” J. Irrig. Drain. Eng., 131(6), 494–503.
Becker, L., Graves, A. L., and Yeh, W. W.-G. (1981). “Central Arizona Project operation.” Proc., Int. Symp. on Rainfall-Runoff Modeling, 1981, Mississippi State Univ., Univ. of Waterloo, Waterloo, ON, Canada.
Clemmens, A. J. (2011). “Water-level difference controller for main canals.” J. Irrig. Drain. Eng., in press.
Clemmens, A. J., and Schuurmans, J. (2004). “Simple optimal downstream feedback canal controllers: Theory.” J. Irrig. Drain. Eng., 130(1), 26–34.
Clemmens, A. J., and Wahlin, B. T. (2004). “Simple optimal downstream feedback canal controllers: ASCE test case results.” J. Irrig. Drain. Eng., 130(1), 35–46.
HEC-RAS. (2008). HEC-RAS manual and hydraulic references, U.S. Army Corps of Engineers, Institute for Water Resources, Hydraulic Engineering Center, Davis, CA.
Schuurmans, J. (1997). “Control of water levels in open-channels.” Ph.D. thesis, Faculty of Civil Engineering, Delft Univ. of Technology, Delft, Netherlands.
Schuurmans, J., Bosgra, O. H., and Brouwer, R. (1995). “Open-channel flow model approximation for controller design.” Appl. Mah. Model., 19, 525–530.
Wahlin, B. T., et al. (2009). “Water system operator training for the Central Arizona Project.” Irrigation District Sustainability—Strategies to Meet the Challenges, Proc., USCID Conf., USCID, Denver, 121–131.

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Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 137Issue 12December 2011
Pages: 747 - 753

History

Received: Sep 9, 2010
Accepted: Jan 26, 2011
Published online: Jan 28, 2011
Published in print: Dec 1, 2011

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Authors

Affiliations

G. Guan, A.M.ASCE [email protected]
Researcher, State Key Laboratory of Water Resource and Hydropower Science, Wuhan Univ., 8 South Donghu Rd., Wuhan, China, 430072 (corresponding author). E-mail: [email protected]
A. J. Clemmens, M.ASCE [email protected]
Senior Hydraulic Engineer, WEST Consultants, Inc., 8950 South 52nd St., Suite 210, Tempe, AZ 85284; formerly, Center Director, U.S. Arid Land Agricultural Research Center, USDA/ARS, 21881 N. Cardon Ln., Maricopa, AZ 85238. E-mail: [email protected]
T. F. Kacerek [email protected]
Water Control Manager, Central Arizona Project, 23636 North Seventh St., Phoenix, AZ 85204. E-mail: [email protected]
B. T. Wahlin, M.ASCE [email protected]
Senior Hydraulic Engineer, WEST Consultants, Inc., 8950 S. 52nd St., Suite 210, Tempe, AZ 85284. E-mail: [email protected]

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