TECHNICAL PAPERS
Jan 16, 2004

Analytical Relationships for Designing Rectangular Drip Irrigation Units

This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
Publication: Journal of Irrigation and Drainage Engineering
Volume 130, Issue 1

Abstract

Approximate analytical expressions were obtained that relate uniformity indices of water distribution in rectangular drip irrigation units as a function of the variables that define that unit: lengths and diameters of laterals and submain, spacing of emitters and laterals, ground slopes, parameters of the emitter discharge equation, and equivalent lengths characterizing local losses. The proposed expressions offer greater precision than might be needed in irrigation practice. They do not require iterative calculations and improve the procedures normally used. They may be useful in the design of drip irrigation units and in their evaluation and management. An example of their application is offered. The proposed relationships simplify studies of the sensitivity of variables involved in optimum hydraulic design. Users are thus allowed a rational understanding of their influence, improving that which can be gained from computer programs. Graphs obtained with the mentioned expressions are also offered. They can be of interest, although their use is not treated specifically in this paper.

Get full access to this article

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

References

Barragán, J., Cots, Ll., Monserrat, J., and Sanz, F. (1998). “Algunas consideraciones sobre el diseño en los sistemas de riego localizado: Influencia del grado de embozamiento en la uniformidad de distribución.” Proc., XVI Jornadas Técnicas sobre Riegos, Palma de Mallorca, 260–267 (in Spanish).
Bralts, V. F., Edwards, D. M., and Wu, I. P. (1987). “Drip irrigation design and evaluation based on the statistical uniformity concept.” Advances in irrigation, D. Hillel, ed., Vol. 4, Academic, New York, 67–117.
Juana L., Losada, A., Martı´nez, J., and Rodrı´guez Sinobas, L. (1998). “Distribución del agua aplicada por sistemas de riego por goteo. Estimación de efectos estadı´sticos e hidráulicos.” Proc., XVI Jornadas Técnicas sobre Riegos, Palma de Mallorca, 358–365 (in Spanish).
Juana, L., Rodrı´guez-Sinobas, L., and Losada, A.(2002). “Determining minor head losses in drip irrigation laterals. I: Methodology.” J. Irrig. Drain. Eng., 128(6), 376–384.
Kang, Y., and Nishiyama, S.(1996). “Analysis and design of microirrigation laterals.” J. Irrig. Drain. Eng., 122(2), 75–82.
Kang, Y., Yuan, B., and Nishiyama, S.(1999). “Design of microirrigation laterals at minimum cost.” Irrig. Sci., 18, 125–133.
Karmeli, D., and Keller, J. (1975). Trickle irrigation design, Rain Bird Sprinkler Manufacturing Corp., Glendora, 133p.
Keller, J., and Bliesner, R. D. (1990). “Trickle irrigation.” Sprinkler and trickle irrigation, Van Nostrand Reinhold, New York, 427–582.
Valiantzas, J. D.(1998). “Analytical approach for direct drip lateral hydraulic calculation.” J. Irrig. Drain. Eng.,124(6), 300–305.
Warrick, A. W., and Yitayew, M.(1988). “Trickle lateral hydraulics. I: Analytical solution. II: Design and examples.” J. Irrig. Drain. Eng., 114(2), 281–288.
Wu, I. P., and Gitlin, H. M.(1975). “Energy gradient line for drip irrigation laterals.” J. Irrig. Drain. Div., 101(4), 323–326.
Wu, I. P., Howell, T. A., and Hiler, E. A. (1979). “Hydraulic design of drip irrigation systems.” HAES Tech. Bull. 105, Honolulu.
Wu, I. P., and Yue, R.(1991). “Drip lateral design using energy gradient approach.” Trans. ASAE, 36(2), 389–394.
Zayani, K., Alouini, A., and Lamaddalena, N.(2001). “Design of drip line in irrigation systems using the energy drop ratio approach.” Trans. ASAE, 44(5), 1127–1133.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 130Issue 1February 2004
Pages: 47 - 59

History

Received: Nov 20, 2002
Accepted: Apr 9, 2003
Published online: Jan 16, 2004
Published in print: Feb 2004

Permissions

Request permissions for this article.

Authors

Affiliations

Luı´s Juana
Professor, Dept. Ingenierı´a Rural, E.T.S.I. Agrónomos, U.P. Madrid, Ciudad Univ., 28040 Madrid, Spain.
Alberto Losada, M.ASCE
Professor, Dept. Ingenierı´a Rural, E.T.S.I. Agrónomos, U.P. Madrid, Ciudad Univ., 28040 Madrid, Spain.
Leonor Rodrı´guez-Sinobas
Professor, Dept. Ingenierı´a Rural, E.T.S.I. Agrónomos, U.P. Madrid, Ciudad Univ., 28040 Madrid, Spain.
Raúl Sánchez
Professor, Dept. Ingenierı´a Rural, E.T.S.I. Agrónomos, U.P. Madrid, Ciudad Univ., 28040 Madrid, Spain.

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