TECHNICAL NOTES
May 1, 1997

Comparison and Calibration of Canal Gate Automation Algorithms

Publication: Journal of Irrigation and Drainage Engineering
Volume 123, Issue 3

Abstract

Several canal gate automation methods and devices were selected for comparison and analysis. Algorithms that simulate gate operation were developed for the P+PR, BIVAL, Littleman, Colvin, Zimbelman, CARDD, and UMA methods. The algorithm for each method was evaluated in newly developed software, which was integrated into an unsteady hydraulic simulation model. Three small and three large canal systems were used to determine appropriate parameter values for each of the different automation methods. Each of the systems included both threeand five-pool versions, allowing comparisons with previously reported results by the developers of some of the methods. An analysis and comparison of the applicability of the respective methods is presented, along with recommendations for determining calibration constants, as determined from experience gained in performing more than 1,000 simulation runs.

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References

1.
Burt, C. M. (1983). “Regulation of sloping canals by automatic downstream control,” PhD thesis, Coll. of Engrg., Utah State Univ., Logan, Utah.
2.
Burt, C. M. (1990). “Irrigation district canal automation—CARDD.”Proc., 3rd Nat. Irrig. Symp., ASAE, St. Joseph, Mich., No. 04-90, 495–500.
3.
Buyalski, C. P., Ehler, D. G., Falvey, H. T., Rogers, D. C., and Serfozo, E. A. (1991). Canal systems automation manualvolume 1. USBR, Denver, Colo.
4.
Buyalski, C. P., and Serfozo, E. A. (1979). “Electronic filter level offset (EL-FLO) plus RESET equipment for automatic downstream control of canals.”USBR Rep. No. REC-ERC-79-3, USBR, Denver, Colo.
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Chevereau, G., and Schwartz-Benezeth, S. (1987). “BIVAL system for downstream control.”Symp. Proc., Plng., Operation, Rehabilitation, and Automation of Irrig. Water Delivery Sys., D. D. Zimbelman, ed., ASCE, New York, N.Y., 155–163.
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Merkley, G. P. (1995). “User's guide for the CanalMan hydraulic simulation model.”Rep., Dept. of Biol. and Irrig. Engrg., Utah State Univ., Logan, Utah.
7.
Pongput, K. (1994). “Unsteady hydraulic simulation for evaluating canal gate automation schemes,” PhD thesis, Dept. of Biol. and Irrig. Engrg., Utah State Univ., Logan, Utah.
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UMA Engineering, Ltd. (1990). “Data acquisition and control network for irrigation systems.”Final Tech. Rep. for the Nat. Res. Council, Lethbridge, Alberta, Canada.
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Zimbelman, D. D. (1981). “Computerized control of an open-channel water distribution system,” PhD thesis, Coll. of Engrg., Arizona State Univ., Tempe, Ariz.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 123Issue 3May 1997
Pages: 222 - 225

History

Published online: May 1, 1997
Published in print: May 1997

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Authors

Affiliations

K. Pongput
Lect., Water Resour. Engrg. Dept., Kasetsart Univ., Bangkhen, Bangkok 10903, Thailand.
G. P. Merkley
Asst. Prof., Dept. of Biol. and Irrig. Engrg., Utah State Univ., Logan, UT 84322-4105.

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