TECHNICAL PAPERS
Dec 1, 1989

Several Sources of Nonuniformity in Irrigation Delivery Flows

Publication: Journal of Irrigation and Drainage Engineering
Volume 115, Issue 6

Abstract

A lateral canal in a southwestern U.S. irrigation district was instrumented for continuous monitoring. Deliveries were flexibly scheduled; farmers arranged timing, rate, and duration with the district. The distribution of measured variables showed that the lateral was operated under a wide variety of demand and operational conditions and that farm delivery flows were frequently not uniform due to changing conditions along the lateral. Flows that are unpredictably variable affect the performance and evaluation of on‐farm application systems and, unless controlled, can negate the benefits of flexible scheduling (more precise management). Statistical analysis of 286 deliveries to nine farm turnouts indentified a number of sources of nonuniform flows which were a combination of canal hydraulics and operational characteristics. Time of year that deliveries occurred was shown to affect uniformity, as were median flow rate, delivery duration, and location of turnouts, both within a pool between two check structures and along the lateral. Identifying sources of nonuniformities is an important first step in devising structural and operational controls to improve delivery uniformity.

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References

1.
Advisory Committee on Irrigation Efficiency—Wellton‐Mohawk Irrigation and Drainage District. (1974). Special report on measures for reducing return flows from the Wellton‐Mohawk Irrigation and Drainage District.
2.
Bos, M. G., Replogle, J. A., and Clemmens, A. J. (1984). Flow measuring flumes for open channel systems. John Wiley & Sons, Inc., New York, N.Y.
3.
Clemmens, A. J., and Dedrick, A. R. (1984). “Irrigation water delivery performance.” J. Irrig. Drain. Engrg., ASCE, 110(1), 1–13.
4.
Dedrick, A. R., and Clemmens, A. J. (1986). “Instrumentation for monitoring water levels.” Proc., Agri‐Mation 2, 148–156.
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Dedrick, A. R., Erie, L. J., and Clemmens, A. J. (1982). “Level basin irrigation.” Advances in irrigation, D. I. Hillel, ed., Academic Press, New York, N.Y., 105–145.
6.
Palmer, J. D., Dedrick, A. R., and Clemmens, A. J. (1987). “Impacts of nonuniform deliveries on surface irrigation systems.” ASAE Paper No. 87‐2638, American Society of Agricultural Engineers.
7.
Replogle, J. A., and Merriam, J. L. (1980). “Scheduling and management of irrigation water delivery systems.” Proc., Second Nat. Irrigation Symp., Irrigation Challenges of the 80's, 112–126.
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SAS Institute, Inc. (1985). SAS/STAT guide for personal computers. Version 6 Ed., SAS Institute Inc., Cary, N.C.

Information & Authors

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 115Issue 6December 1989
Pages: 920 - 937

History

Published online: Dec 1, 1989
Published in print: Dec 1989

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Authors

Affiliations

Joel D. Palmer, Associate Member, ASCE
Res. Hydr. Engr., USDA/ARS—U.S. Water Conservation Lab., Phoenix, AZ 85040
Albert J. Clemmens, Member, ASCE
Res. Hydr. Engr., USDA/ARS—U.S. Water Conservation Lab., Phoenix, AZ
Allen R. Dedrick
Agric. Engr., USDA/ARS—U.S. Water Conservation Lab., Phoenix, AZ

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