TECHNICAL PAPERS
Jul 1, 1997

Idealized Automated Control of Sloping Canals

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Publication: Journal of Irrigation and Drainage Engineering
Volume 123, Issue 4

Abstract

An investigation of the automated, downstream control of sloping-top canals using an idealized controller is presented here. The case for an idealized formulation of canal control is given and a simplified, idealized control scenario is derived for use in this research. The investigation mainly includes (1) examination of canal control dynamics to determine a given pool's underlying, inherent controllability, and how one might then manipulate pool-end gates to meet canal control objectives; (2) derivation of an idealized-control methodology; and (3) examination of a canal's control opportunities given its inherent-controllability indices and implementation of the idealized controller. Comparisons are made with other downstream control methodologies. The transition to a field-worthy controller is considered. Application of the inherent-controllability indices and the idealized controller to a given canal offers an expedient, cost-effective means of obtaining insight into site-specific control options prior to further research, or to the design and deployment of a field-worthy controller.

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References

1.
Burt, C. M. (1983). “Regulation of sloping canals by automatic downstream control,” PhD thesis, Utah State Univ., Logan, Utah.
2.
Burt, C. M. (1987). “Overview of canal control concepts.”Planning, operations, rehabilitation and automation of irrigation water delivery systems, D. Zimbelman, ed., ASCE, New York, N.Y., 81–109.
3.
Burt, C. M., and Parrish, J. B. (1989). “Canal automation providing on-demand deliveries for efficient irrigation.”Final Rep., Water Resour. Program of USGS, Grant 14-08-0001-G1280, Nat. Tech. Information Service, Springfield, Va., 2(4).
4.
Burt, C. M., Gooch, R. S., Strelkoff, T. S., and Deltour, J. L. (1995). “Response of ideally controlled canals to downstream withdrawals.”Proc., 1st Int. Conf. on Water Resour. Engrg., ASCE, New York, N.Y., 169–173.
5.
Buyalski, C. P., and Serfozo, E. A. (1979). “Electronic filter level offset (EL-FLO) plus reset equipment for automatic downstream control of canals.”Rep., U.S. Dept. of the Interior, Bureau of Reclamation, Denver, Colo.
6.
Buyalski, C. P., Ehler, D. G., Falvey, H. T., Rogers, D. C., and Serfozo, E. A. (1991). Canal systems automation manual. Vol. 1. U.S. Dept. of the Interior, Bureau of Reclamation, Denver, Colo.
7.
Cunge, J. A., Holly, F. M., and Verwey, A. (1980). Practical aspects of computational river hydraulics. Iowa Inst. of Hydr. Res., The Univ. of Iowa, Iowa City, Iowa.
8.
Detour, J. L. (1992). “Application du lautomatique numerique a la regulation des canaux,” PhD these, Inst. de Mecanique de Grenoble, Grenoble, France (in French).
9.
Henderson, F. M. (1966). Open channel flow. MacMillian Publishing Co., New York, N.Y.
10.
Holly, F. M. Jr., and Parrish, J. B. (1992). “CanalCAD: dynamic flow simulation in irrigation canals with automatic gate control.”Ltd. Distribution Rep. No. 196, Iowa Inst. of Hydr. Res., The Univ. of Iowa, Iowa City, Iowa.
11.
Merriam, J. L. (1987). “Symposium introduction.”Planning, operation, rehabilitation and automation of irrigation water delivery systems, D. Zimbelman, ed., ASCE, New York, N.Y., 1–17.
12.
Parrish, J. B. (1994). “A methodology for automated control of sloping canals,” PhD thesis, Utah State Univ., Logan, Utah.
13.
Strelkoff, T. S., Clemmens, A. J., and Gooch, M. (1995). “Dimensionless characterization of canal pools.”Proc., 1st Int. Conf. on Water Resour. Engrg., ASCE, New York, N.Y., 21–25.
14.
Zimbelman, D. D. (1981). “Computerized control of an open-channel water distribution system,” PhD thesis, 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 4July 1997
Pages: 270 - 278

History

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

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Authors

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John B. Parrish, Associate Member, ASCE
Postdoctoral Assoc., Iowa Inst. of Hydr. Res., The Univ. of Iowa, Iowa City, IA 52242.

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