TECHNICAL PAPERS
Mar 1, 1992

Optimum Center‐Pivot Irrigation System Design with Tillage Effects

Publication: Journal of Irrigation and Drainage Engineering
Volume 118, Issue 2

Abstract

A method is presented for designing the outer‐end sprinkler of a center‐pivot irrigation system to prevent surface runoff. The smallest wetted diameter, for which soil infiltration capacity equalled or exceeded nozzle application rate, was determined by equating a nozzle application rate relationship and a Green and Ampt infiltration rate relationship. The computed wetted diameter was used in developing relationships to select nozzle type, orifice diameter, and operating pressure. Sensitivity analysis determined that wetted diameter is primarily sensitive to soil characteristics related to infiltration and to evapo‐transpiration rate. Examples illustrated variations in irrigation system design because of tillage system. Greater operating pressure of an irrigation system is necessary to prevent runoff if the tillage system does not prevent soil surface crusting or compaction by raindrops. Considering a no‐till system resulted in the selection of a low‐pressure impact sprinkler instead of a conventional high‐ or medium‐pressure impact sprinkler. Therefore, the developed methodology can be used to design the optimum center pivot irrigation system for given soil, climate, cropping pattern, and tillage practices.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Aarstad, J. S., and Miller, D. E. (1973). “Soil management practices for reducing runoff under center pivot sprinkler systems.” J. Soil and Water Conserv., 28, 171–s173.
2.
Chu, S. T., and Moe, D. L. (1972). “Hydraulics of a center pivot system.” Trans. of the ASAE, 15(5), 894–896.
3.
Dillon, R. C., Hiler, E. A., and Vittoe, E. (1972). “Center pivot sprinkler design based on intake characteristics.” Trans. of the ASAE, 15(5), 966–1001.
4.
Gilley, J. R. (1982). “Water and energy conservation using center pivot irrigation and reduction tillage systems.” Project Comp. Report B‐048‐NEB. Dept. Agric. Engrg., Univ. of Nebraska, Lincoln, Nebraska.
5.
Gilley, J. R. (1984). “Suitability of reduced pressure in center‐pivots.” J. Irrig. and Drain. Div., ASCE, 106(1), 49–58.
6.
Gilley, J. R., and Mielke, L. N. (1980). “Conserving energy with low pressure center pivots.” J. Irrig. and Drain. Div., ASCE, 106(1), 49–58.
7.
Johnson, G. C., Rochester, E. W., Hatch, L. U., Curtis, L. M., and Yoo, K. H. (1987). “Analysis of center‐pivot irrigation systems operating in a humid area environment.” Trans. of the ASAE, 30(6), 1720–1725.
8.
Jensen, M. E., ed. (1980). “Design and operation of farm irrigation systems.” ASAE Monograph No. 3, American Soc. of Agric. Engrs., St. Joseph, Mich.
9.
Kincaid, D. C., Heerman, D. F., and Kruse, E. G. (1969). “Application rate and runoff in center pivot sprinkler irrigation.” Trans. of the ASAE, 12(6), 790–794.
10.
Michelson, R. H., and Schweizer, E. E. (1987). “Till‐plant systems for reducing runoff under low pressure center pivot irrigation.” J. Soil and Water Conserv., 42, 107–111.
11.
“Minimum requirements for the design, installation, and performance of sprinkler irrigation equipment.” (1980). 1980‐81 agricultural engineers yearbook, American Soc. of Agric. Engrs., St. Joseph, Mich., 506–508.
12.
Mohamoud, Y. M. (1991). “Evaluating Green and Ampt infiltration parameter values for tilled and crusted soils.” J. Hydro., 123(1), 25–38.
13.
Mohamoud, Y. M., Ewing, L. K., and Boast, C. W. (1990). “Small plot hydrology I. Determination of infiltration and depression storage.” Trans. of the ASAE, 33(4), 1121–1131.
14.
Moore, I. D. (1981). “Infiltration equations modified for surface effects.” J. Irrig. Drain. Div., ASCE, 107(1), 1460–1467.
15.
Rawls, W. J., and Brakensiek, D. O. (1983). “Agricultural management of the soil water processes: Part II. Green and Ampt parameters for crusting soils.” Trans. of the ASAE, 26(6), 1753–1757.
16.
Redcliffe, D. E., Tollner, E. W., Hargrove, W. L., Clark, R. L., and Golabi, M. H. (1988). “Effect of tillage practices on infiltration and soil strength of a typic Hapludult soil after ten years.” Soil Sci. Soc. Am. J., 52(3), 798–804.
17.
Steichen, J. M. (1984). “Infiltration and random roughness of tilled and unfilled clay‐pan soil.” Soil Tillage Res., 4, 251–262.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 118Issue 2March 1992
Pages: 291 - 305

History

Published online: Mar 1, 1992
Published in print: Mar 1992

Permissions

Request permissions for this article.

Authors

Affiliations

Y. Mohamoud
Hydro., Int. Inst. of Tropical Agric., % AMEG/IITA, 1151 Freeway, Suite 300, Houston, TX 77079
Thomas R. McCarty
Dist. Conservation Engr. of Cumberland County, Pennsylvania State Univ., Cooperative Extension Service, Carlisle, PA 17013
Loyd K. Ewing
Formerly Asst. Prof. of Agric. Engrg., Univ. of Illinois at Urbana‐Champaign, 1304 W. Pennsylvania Ave., Urbana, IL 61801

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share