TECHNICAL PAPERS
Jul 1, 1986

The Windy Gap Project Scada System

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

Abstract

The Windy Gap Project consists of a diversion dam on the Colorado River, a 600 cfs (17m3S-1) pumping plant, and 30,000 ft (914.4 m) of 108‐in. (2.7‐m) diameter pipeline. The purpose of the project is to divert and transport water from the Colorado River Basin to the Colorado‐Big Thompson (C‐BT) system fqr storage and delivery to users in the South Platte River Basin. Sophisticated compromise agreements were developed to meet the legal, political, social, institutional, and environmental requirements to build the project; as a result, the operations control strategy is complex and practically impossible to operate by conventional supervisory control systems. A state‐of‐the‐art computer based supervisory control and data acquisition (SCADA) system was developed to operate the Windy Gap Project. The SCADA system.is an anticipatory closed loop control system which requires a minimum of human interaction and operates in a real time environment. The basic objective of the SCADA system is to maximize the amount of water diverted while minimizing power cost and meeting the constraints as a result of the compromise agreements.

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References

1.
American Water Works Association, “Computer‐Based Automation in Water Systems,” 1980, pp. 1–96.
2.
Eckhardt, J. R., and Leaf, C. F., “Computerized Streamflow Forecasting Model for Windy Gap Project, Colorado,” Proceedings, The Society for Computer Simulation, Vol. 15, No. 1, Jan., 1985, pp. 125–127.
3.
Gaushell, D. J., Frisbie, W. L., and Kuchefski, M. H., “Analysis Of Analog Data Dynamics For Supervisory Control And Data Acquisition Systems,” presented at the IEEE PES 1982 Summer Meeting, San Francisco, Calif., July 18, 1982.
4.
Hewlett Packard, “Data Communications Testing,” Colorado Springs, Colo., Oct., 1981.
5.
IEEE, “Definition, Specification, and Analysis of Manual, Automatic, and Supervisory Station Control and Data Acquisition,” ANSI/IEEE Standard C 37.1‐1979, P.2D, IEEE, Inc., New York, N.Y.
6.
Rad, H. S., and Seitle, R. A., “Computer Applications in Urban Water Distribution System Control,” Journal of Dynamic Systems, Measurement, and Control, Paper No. 75‐Aut‐Q, Feb. 12, 1975.
7.
Systems Control, Inc., “Remote Terminal Unit Instruction and Training Manual, (Proprietary Information)” Palo Alto, Calif., June, 1983.
8.
Systems Control, Inc., “System Operator's Manual, Windy Gap,” Palo Alto, Calif., Aug., 1983.
9.
Systems Control, Inc., “Windy Gap Software Description,” (Proprietary Information) Palo Alto, Calif., Nov., 1982.
10.
Zimbelman, D. D., and Bedworth, D. D., “Computer Control for Irrigation—Canal System,” Journal of Irrigation and Drainage Engineering, ASCE, Vol. 109, No. 1, Mar., 1983, pp. 43–59.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 112Issue 3July 1986
Pages: 366 - 381

History

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

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Authors

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John Eckhardt, M. ASCE
Sr. Water Resources Engr., Northern Colorado Water Conservancy Dish, P.O. Box 679, Loveland, CO 80539

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