TECHNICAL NOTES
Feb 1, 2009

Simplified Method for Sizing Laterals with Two or More Diameters

Publication: Journal of Irrigation and Drainage Engineering
Volume 135, Issue 1

Abstract

The economic design of microirrigation and sprinkler laterals requires the use of a combination of diameters of different lengths. The present practice is to solve the basic hydraulic equations using a trial-and-error method for a given allowable head loss. This requires an iterative process that consumes time and limits the accuracy of the solution. Herein is presented a direct analytical approach that gives an exact solution. The method is compared with the trial-and-error approach and found to give the same result.

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References

Baars, I. C. (1976). “Design of trickle irrigation systems.” Dept. of Irrigation and Civil Engineering, Agricultural Univ., Wageningen, The Netherlands.
Christiansen, J. E. (1942). “Irrigation by sprinkling.” California Agric. Exp. Stn. Bull. 670, Univ. of California, Berkeley, Berkeley, Calif.
Cuenca, R. H. (1989). Irrigation system design, Prentice-Hall, Englewood cliffs, N.J.
Hart, W. E. (1975). “Irrigation system design. Lecture note.” Dept. of Agricultural and Chemical Engineering, Colorado State Univ., Fort Collins, Colo.
Keller, J., and Bliesner R. D. (1990). Sprinkler and trickle irrigation, Van Nostrand Reinhold, New York.
Watters, G. Z., and Keller, J. (1978). “Trickle irrigation tubing hydraulics.” Technical Paper No. 782015, ASAE.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 135Issue 1February 2009
Pages: 111 - 114

History

Received: Oct 4, 2007
Accepted: Apr 18, 2008
Published online: Feb 1, 2009
Published in print: Feb 2009

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Authors

Affiliations

Muluneh Yitayew
Professor, Dept. of Agricultural and Biosystems Engineering, Univ. of Arizona, 1177 E. 4th St., Shantz Bldg., Tucson, AZ 85721-0038.

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