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Jan 25, 2010

Routing Demand Changes to Users on the WM Lateral Canal with SacMan

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Publication: Journal of Irrigation and Drainage Engineering
Volume 136, Issue 7

Abstract

Most canals have either long travel times or insufficient in-canal storage to operate on demand. Thus most flow changes must be routed through the canal. Volume compensation has been proposed as a method for easily applying feedforward control to irrigation canals. Software for automated canal management (SacMan) includes both feedforward routing with volume compensation and distant downstream-water-level control. SacMan was implemented on the WM canal of the Maricopa-Stanfield Irrigation and Drainage District, Stanfield, Ariz. Field testing was conducted for a 30 day period during 2004 where more than 50 deliveries to users were made with feedforward control. This paper presents results from some of these field tests and demonstrates the degree of water-level control achievable with combined feedforward (routing)-feedback control.

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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.
Bautista, E., Strelkoff, T. S., and Clemmens, A. J. (2003). “General characteristics of solutions to the open-channel flow, feedforward control problem.” J. Irrig. Drain. Eng., 129(2), 129–137.
Brunner, G. W. (2008). HEC-RAS River Systems Analysis User’s Manual Version 4, Hydrologic Engineering Center, U.S. Army Corp of Engineers, Davis, Calif.
Clemmens, A. J., Kacerek, T. F., Grawitz, B., and Schuurmans, W. (1998). “Test cases for canal control algorithms.” J. Irrig. Drain. Eng., 124(1), 23–30.
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 Strand, R. J. (2010a). “Application of software for automated canal management (SacMan) to the WM lateral canal.” J. Irrig. Drain. Eng., 136(7), 451–459.
Clemmens, A. J., and Strand, R. J. (2010b). “Downstream-water-level control tested on the WM Lateral Canal.” J. Irrig. Drain. Eng., 136(7), 460–469.
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.
Deltour, J. L. (1992). “Application de l’automatique numerique a la regulation des canaux.” Doctoral thesis, Institute Mecanique de Grenoble, Grenoble, France.
Parrish, J. B. (1997). “Idealized automated control of sloping canals.” J. Irrig. Drain. Eng., 123(4), 270–278.
Rogier, D., Coeuret, C., and Bremond, J. (1987). “Dynamic regulation on the canal de Provence.” Planning, Operation, Rehabilitation and Automation of Irrigation Water Delivery Systems, D. D. Zimbelman, ed., ASCE, Reston, Va., 180–200
Wylie, E. B. (1969). “Control of transient free surface flow.” J. Hydraul. Div., 95(1), 347–361.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 136Issue 7July 2010
Pages: 470 - 478

History

Received: Apr 21, 2009
Accepted: Jan 21, 2010
Published online: Jan 25, 2010
Published in print: Jul 2010

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Authors

Affiliations

A. J. Clemmens, M.ASCE [email protected]
Center Director, Water Management and Conservation Research Unit, U.S. Arid Land Agricultural Research Center, 21881 North Cardon Lane, Maricopa, AZ 85238 (corresponding author). E-mail: [email protected]
R. J. Strand [email protected]
Electrical Engineer, Water Management and Conservation Research Unit, U.S. Arid Land Agricultural Research Center, 21881 North Cardon Lane, Maricopa, AZ 85238. E-mail: [email protected]
E. Bautista, M.ASCE [email protected]
Water Management and Conservation Research Unit, U.S. Arid Land Agricultural Research Center, 21881 North Cardon Lane, Maricopa, AZ 85238. E-mail: [email protected]

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