TECHNICAL PAPERS
Apr 1, 2002

Optimum Design of Microirrigation Systems in Sloping Lands

Publication: Journal of Irrigation and Drainage Engineering
Volume 128, Issue 2

Abstract

When an area to be irrigated has a high slope gradient in the manifold line direction, an option is to use a tapered pipeline to economize on pipe costs and to keep pressure head variations within desired limits. The objective of this paper is to develop a linear optimization model to design a microirrigation system with tapered, downhill manifold lines, minimizing the equivalent annual cost of the hydraulic network and the annual pumping cost, and maximizing the emission uniformity previously established to the subunit. The input data are irrigation system layout, cost of all hydraulic network components, and electricity price. The output data are equivalent annual cost, pipeline diameter in each line of the system, pressure head in each node, and total operating pressure head. To illustrate its capability, the model is applied in a citrus orchard in São Paulo State, Brazil, considering slopes of 3, 6, and 9%. The model proved to be efficient in the design of the irrigation system in terms of the emission uniformity desired.

Get full access to this article

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

References

Benami, A., and Ofen, A. (1984). Irrigation engineering, Irrigation Engineering Scientific, Haifa, Israel.
Brooks, A., Kendrick, D., and Meeraus, A. (1988). GAMS: A user’s guide, Scientific, Redwood City, Calif.
Churchill, S. W.(1977). “Friction-factor equation spans all fluid-flow regimes.” Chem. Eng.,84(24), 91–92.
Dandy, G. C., and Hassanli, A. M.(1996). “Optimum design and operation of multiple subunit drip irrigation systems.” J. Irrig. Drain. Eng., 122(5), 265–275.
Holzapfel, E. A., Mariño, M. A., and Valenzuela, A.(1990). “Drip irrigation nonlinear optimization model.” J. Irrig. Drain. Eng., 116(4), 479–496.
Kang, Y., and Nishiyama, S.(1997). “An improved method for designing microirrigation submain units.” Irrig. Sci., 17, 183–193.
Karmeli, D., and Keller, J. (1975). Trickle irrigation design, Rain Bird Sprinkler Manufacturing Corp., Glendora, Calif.
Keller, J. (1980). “Trickle irrigation manifold design.” Paper No. 80-2058, American Society of Agricultural Engineers, St. Joseph, Mich.
Keller, J., and Bliesner, R. D. (1990). Sprinkle and trickle irrigation, Van Nostrand Reinhold, New York.
Oron, G., and Karmeli, D.(1981). “Solid set irrigation system design using linear programming.” Water Resour. Bull., 17(4), 565–570.
Oron, G., and Walker, W. R.(1981). “Optimal design and operation of permanent irrigation systems.” Water Resour. Res., 17(1), 11–17.
Pleban, S., and Amir, I.(1981). “An interactive computerized aid for the design of branching irrigating networks.” Trans. ASAE, 24(2), 358–361.
Saad, J. C. C., and Frizzone, J. A.(1996). “Design and management optimization of trickle irrigation systems using nonlinear programming,” J. Agric. Eng. Res., 64, 109–118.
Saad, J. C. C., Tomazela, C., Peres, J. G., Peres, F. C., and Frizzone, J. A.(1994). “Hydraulic optimization of a drip irrigation system using linear programming.” Pesqui. Agropecu. Bras., 29(5), 797–805.
Scaloppi, E. J., and Allen, R. G.(1993). “Hydraulics of center-pivot laterals.” J. Irrig. Drain. Eng. , 119(3), 554–567.
Wu, I. P, Gitlin, H. M., Solomon, K. H., and Saruwatari, C. A. (1986). “Design principles: System design.” Trickle irrigation for crop production, F. S. Nakayama and D. A. Bucks, eds., Elsevier, Amsterdam, 53–92.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 128Issue 2April 2002
Pages: 116 - 124

History

Received: Oct 5, 2000
Accepted: May 22, 2001
Published online: Apr 1, 2002
Published in print: Apr 2002

Permissions

Request permissions for this article.

Authors

Affiliations

João C. C. Saad
Assistant Professor, Dept. of Rural Engineering, School of Agronomic Sciences, São Paulo State Univ., C.P. 237, 18603-970 Botucatu, SP, Brazil.
Miguel A. Mariño, Hon.M.ASCE
Professor, Depts. of Land, Air and Water Resources, and Civil Engineering, 119 Veihmeyer Hall (LAWR), Univ. of California, Davis, CA 95616.

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