TECHNICAL PAPERS
Feb 1, 1987

Mechanical‐Hydraulic Dual‐Acting Controller for Canal Level or Discharge Rate

Publication: Journal of Irrigation and Drainage Engineering
Volume 113, Issue 1

Abstract

A control device has been developed for canal structures, which can be used to control upstream water levels, downstream water level, or off‐take canal discharges. The system uses no electrical power or electronics. It is powered by the available drop in water level across the structure. It can control water levels to within a very narrow band [±3mm (0.01 ft) for the systems tested], which is not feasible with electrically controlled motorized gates. Since this level of water surface control is often necessary for accurate flow rate control when weirs and flumes are used, this device, called dual‐acting controlled‐leak, or DACL, is particularly suited to control of canal flow rates. The DACL system was studied in a hydraulics laboratory to determine the relevant factors affecting control. A field test was conducted on a radial gate [1.9‐m (6.2‐ft) radius] to study the system's reliability in actual field operation.

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References

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Alsthom Atlantic, Inc., “AVIO and AVIS Constant Downstream Level Gates,” Brochure No. AV10, New York, N.Y., n.d., 14 pp.
2.
Bos, M. G., “Discharge Measurement Structures,” Publication 20, International Institute for Land Reclamation and Improvement, Wageningen, The Netherlands, 1978, 464 pp.
3.
Bos, M. G., Replogle, J. A., and Clemmens, A. J., Flow Measuring Flumes for Open Channel Systems, John Wiley and Sons, New York, N.Y., 1984, 321 pp.
4.
Burt, C. M., “Regulation of Sloping Canals by Automatic Downstream Control,” dissertation presented to Utah State University, Logan, Utah, in 1982, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
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Burt, C. M., and Coyes, F., Water Delivery Control Methods, California Department of Water Resources, slide presentation, 1983.
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Maheswaran, A., Satgunasingham, K., and Merriam, J. L., “Utilization of Reservoirs, Level‐Top Canals, and Pipelines to Permit Demand Scheduling and to Automatic Old and New Irrigation Projects in Sri Lanka,” Report 12, Question 36, Proceedings of the 11th Congress, ICID, Aug., 1981, Grenoble, France, 27 pp.
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Replogle, J. A., and Clemmens, A. J., “Automatic Regulation of Lateral Canal Offtakes,” Proceedings of the 10th Technical Conference on Irrigation Drainage and Flood Control, USCID, Nov. 14–15, 1985.
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Replogle, J. A., and Merriam, J. L., “Scheduling and Management of Irrigation Water Delivery Systems,” Irrigation Challenges of the 80's, Proceedings of the 2nd National Irrigation Symposium, Lincoln, Nebr., Oct. 20–23, 1980, pp. 112–126.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 113Issue 1February 1987
Pages: 69 - 85

History

Published online: Feb 1, 1987
Published in print: Feb 1987

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Authors

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Albert J. Clemmens
Research Hydraulic Engr., U.S. Water Conservation Lab., USDA/ARS, Phoenix, AZ 85040
John A. Replogle, Members, ASCE
Research Hydraulic Engr., U.S. Water Conservation Lab., USDA/ARS, Phoenix, AZ 85040

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