TECHNICAL PAPERS
Jul 1, 1986

Central Arizona Project Supervisory Control System

Publication: Journal of Water Resources Planning and Management
Volume 112, Issue 3

Abstract

The Central Arizona Project (CAP), one of the nation's largest water conveyance systems, is designed to deliver much of Arizona's allotment of Colorado River water for municipal, industrial, and agricultural uses in central and southern Arizona. The size and nature of the CAP dictates the use of a computer‐based programmable master supervisory control (PMSC) system as the primary means of operating the aqueduct. A dual‐computer master station is connected to remote terminal units (RTUs) located at each pumping plant, checkgate, and turnout. Through the RTUs, the master station can send instructions to, and receive information from, any point along the • aqueduct. Complex scheduling models generate pump, checkgate, and turnout schedules for the entire aqueduct system. These scheduling models are based on a constant volume philosophy of operation to keep the system responsive to changes in demands. Optimization models can modify these schedules to take advantage of the less expensive off‐peak power costs. The PMSC will also monitor the aqueduct depths and flows measured in the field and compare them to those predicted in the scheduling models. If a large enough divergence occurs, the dispatcher is alerted and predetermined reaction procedures are implemented to shut down or stabilize the aqueduct.

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References

1.
Abbott, M. B., “Method of Characteristics,” Chapter 3 of Unsteady Flow in Open Channels, K. Mahmood and V. Yevjevich, Eds., Water Resource Publications, Fort Collins, Colo., 1975, pp. 63–70.
2.
Becker, L., Graves, A. L., and Yeh, W. W.‐G., “Central Arizona Project Operation,” Proceedings of the International Symposium on Real Time Operation of Hydrosystems, Waterloo, Ontario, Canada, 1981, pp. 3–23.
3.
Buyalski, C. P., “Canal Radial Gate Discharge Algorithms and Their Use,” paper presented to the ASCE Specialty Conference of the Irrigation and Drainage Division, Jackson, Wyo., July 20–22, 1983.
4.
Falvey, H. T., and Liming, P. C., “Gate Stroking,” Internal Report, Engineering and Research Center, Bureau of Reclamation, Denver, Colo., 1979.
5.
Gooch, R. S., “Emergency Condition Reactions During CAP Operation,” paper presented to the ASCE Fall Convention, Houston, Tex., Oct. 17–19, 1983.
6.
Gooch, R. S., “Staggered Net Unsteady State Model with Boundary Flow Analysis,” research report, presented to Arizona State University, Tempe, Ariz., in 1983, in partial fulfillment of the requirements for the degree of Master of Science.
7.
Kacerek, T. F., “Initial Operation Model for the Central Arizona Project,” Hydraulics and Hydrology in the Small Computer Age, Vol. 1, 1985, pp. 694–699.
8.
Yeh, W. W.‐G., et al., “Central Arizona Project: Operations Model,” Journal of the Water Resources Planning and Management Division, ASCE, Vol. 106, No. WR2, July, 1980, pp. 521–540.

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Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 112Issue 3July 1986
Pages: 382 - 394

History

Published online: Jul 1, 1986
Published in print: Jul 1986

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Authors

Affiliations

Robert S. Gooch, A. M. ASCE
Civ. Engr., U.S. Bureau of Reclamation, Arizona Projects Office, P.O. Box 9980, Phoenix, AZ 85068
Albert L. Graves
Chf., Water Systems Branch, U.S. Bureau of Reclamation, Arizona Projects Office, P.O. Box 9980, Phoenix, AZ 85068

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