TECHNICAL PAPERS
Apr 1, 2006

Salt River Project Canal Automation Pilot Project: Simulation Tests

Publication: Journal of Irrigation and Drainage Engineering
Volume 132, Issue 2

Abstract

The feasibility of automatically controlling water levels and deliveries on the Salt River Project (SRP) canal system through computer-based algorithms is being investigated. The proposed control system automates and enhances functions already performed by SRP operators, namely feedforward routing of scheduled demand changes, feedback control of downstream water levels, and flow control at check structures. Performance of the control system was tested with unsteady flow simulation. Test scenarios were defined by the operators for a 30 km, four-pool canal reach. The tests considered the effect of imperfect knowledge of check gate head-discharge relationships. The combined feedback-feedforward controller easily kept water level deviations close to the target when dealing with routine, scheduled flow changes. Those same routine changes, when unscheduled, were handled effectively by the feedback controller alone. The combined system had greater difficulty in dealing with large demand changes, especially if unscheduled. Because feedback flow changes are computed independently of feedforward changes, the feedback controller tends to counteract feedforward control actions. The effect is unimportant when dealing with routine flow changes but is more significant when dealing with large changes, especially in cases where the demand change cannot be fully anticipated.

Get full access to this article

View all available purchase options and get full access to this article.

References

Balogun, O. S., Hubbard, M., and DeVries, J. J. (1988). “Automatic control of canal flow using linear quadratic regulator theory.” J. Hydraul. Eng., 114(1), 75–102.
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.
Clemmens, A. J., Bautista, E., and Strand, R. J. (1997). “Canal automation pilot project.” WCL Rep. 22, Phase I Report prepared for the Salt River Project, United States Water Conservation Laboratory, Phoenix.
Clemmens, A. J., Bautista, E., Strand, R. J., and Wahlin, B. (2001). “Canal automation pilot project.” WCL Rep. 24, Phase II Report prepared for the Salt River Project, United States Water Conservation Laboratory, Phoenix.
Clemmens, A. J., Bautista, E., Wahlin, B. T., and Strand, R. J. (2005). “Simulation of automatic canal control systems.” J. Irrig. Drain. Eng., 131(4), 324–335.
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.
Danish Hydraulics Institute (DHI). (1992). Mike 11 version 3.01 user manual, Horsholm, Denmark.
Gooch, R. S. (1996). Canal automation pilot project, Phase I, In-House R&D Project, Salt River Project, Phoenix.
Rungo, M. (1995). Salt River Project. Mike 11 hydrodynamic and advection-dispersion modeling Project , 7635Report prepared for the Salt River Project, Danish Hydraulic Institute, Horsholm, Denmark.
Salt River Project (SRP). (1996). J-Seal model study, Internal Report, Water Engineering Dept., Salt River Project, Phoenix.
Schuurmans, J., Bosgra, O. H., and Brouwer, R. (1995). “Open-channel flow model approximation for controller design.” Appl. Math. Model., 19(9), 525–530.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 132Issue 2April 2006
Pages: 143 - 152

History

Received: Dec 20, 2004
Accepted: Mar 17, 2005
Published online: Apr 1, 2006
Published in print: Apr 2006

Permissions

Request permissions for this article.

Authors

Affiliations

E. Bautista, A.M.ASCE [email protected]
Research Hydraulic Engineer, U.S. Water Conservation Laboratory, USDA/ARS, 4331 E. Broadway Rd., Phoenix, AZ 85040. E-mail: [email protected]
A. J. Clemmens, M.ASCE [email protected]
Director, U.S. Water Conservation Laboratory, USDA/ARS, 4331 E. Broadway Rd., Phoenix, AZ 85040. E-mail: [email protected]
R. J. Strand [email protected]
Electrical Engineer, U.S. Water Conservation Laboratory, USDA/ARS, 4331 E. Broadway Rd., Phoenix, AZ 85040. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share