Technical Papers
Dec 1, 2012

Analytical Determination of Distribution Uniformity for Microirrigation Tapered Laterals Laid on Uphill and Horizontal Slopes

This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
Publication: Journal of Irrigation and Drainage Engineering
Volume 139, Issue 6

Abstract

The uniform distribution of water delivered through microirrigation emitters on a lateral line is an important objective that greatly affects a system’s efficiency. Among the various uniformity parameters, distribution uniformity (DU) is one of the most frequently used indexes in industry. In this study, an easy-to-use analytical method for directly calculating the DU of tapered microirrigation laterals laid on horizontal or uphill slopes is developed. The proposed equations are derived assuming that the system’s hydraulic characteristics and the ground slope are the only factors affecting the DU. A comparison test with a numerical stepwise solution indicates that the proposed analytical method is reasonably accurate and can be used to evaluate the system uniformity. The results also show that the accuracy of the method increases as the total number of outlets increases or the value of the emitter exponent approaches unity.

Get full access to this article

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

References

Anyoji, H., and Wu, I. P. (1987). “Statistical approach for drip lateral design.” Trans. Am. Soc. Agric. Eng., 30(1), 187–192.
Apaydin, H., and Yildirim, O. (2005). “Graphical method for determining lateral and manifold pipe diameters in drip irrigation.” Irrig. Drain., 54(2), 145–154.
Barragan, J., Bralts, V., and Wu, I. P. (2006). “Assessment of emission uniformity for micro-irrigation design.” Biosyst. Eng., 93(1), 89–97.
Bralts, V. F., Barragan, J., and Wu, I. P. (1987). Drip irrigation design and evaluation based on the statistical uniformity concept, Vol. 4, D. Hillel, ed., Academic, New York, 67–117.
Bralts, V. F., Wu, I. P., and Gitlin, H. M. (1981). “Manufacturing variation and drip irrigation uniformity.” Trans. Am. Soc. Agric. Eng., 24(1), 1234–1240.
Christiansen, J. E. (1942). “Irrigation by sprinkling.”, Univ. of California, Davis, CA.
Hart, W. E., and Reynolds, W. N. (1965). “Analytical design of sprinkler systems.” Trans. Am. Soc. Agric. Eng., 89(8), 83–85.
Hathoot, H. M., Al-Amoud, A. I., and Mohammad, F. S. (1993). “Analysis and design of trickle-irrigation laterals.” J. Irrig. Drain. Eng., 119(5), 756–767.
Kang, Y. H., and Nishiyama, S. (1995). “Hydraulic analysis of microirrigation submain units.” Trans. Am. Soc. Agric. Eng., 38(5), 1377–1384.
Keller, J., and Bliesner, R. D. (1990). Sprinkler and trickle irrigation, Van Nostrand Reinhold, New York.
Keller, J., and Karmeli, D. (1974). “Trickle irrigation design parameters.” Trans. Am. Soc. Agric. Eng., 17(4), 678–684.
Million, J., and Yeager, T. (2011). “Measuring the irrigation requirement of container-grown nursery plants.”, Univ. of Florida, 〈http://edis.ifas.ufl.edu/pdffiles/EP/EP45800.pdf〉 (Nov. 26, 2012).
Nakayama, F. S., Bucks, D. A., and Clemmens, A. J. (1979). “Assessing trickle emitter application uniformity.” Trans. Am. Soc. Agric. Eng., 22(4), 816–821.
Sadeghi, S. H., and Peters, R. T. (2011). “Modified G and GAVG correction factors for laterals with multiple outlets and outflow.” J. Irrig. Drain. Eng.,137(11), 697–704.
Streeter, V. I., and Wylie, B. E. (1983). Fluid mechanics, McGraw-Hill, New York.
Valiantzas, J. D. (1998). “Analytical approach for direct drip lateral hydraulic calculation.” J. Irrig. Drain. Eng., 124(6), 300–305.
Valiantzas, J. D. (2002a). “Continuous outflow variation along irrigation laterals: Effect of the number of outlets.” J. Irrig. Drain. Eng., 128(1), 34–42.
Valiantzas, J. D. (2002b). “Hydraulic analysis and optimum design of multidiameter irrigation laterals.” J. Irrig. Drain. Eng., 128(2), 78–86.
Valiantzas, J. D. (2003). “Closure to ‘continuous outflow variation along irrigation laterals: Effect of the number of outlets.’” J. Irrig. Drain. Eng., 129(5), 386–390.
Valiantzas, J. D. (2005). “Discussion of ‘Linear solution for hydraulic analysis of tapered microirrigation laterals’ by G. Yildirim, and N. Ağıralioğlu.” J. Irrig. Drain. Eng., 130(1), 78–87.
von Bernuth, R. D. (1990). “Simple and accurate friction loss equation for plastic pipe.” J. Irrig. Drain. Eng., 116(2), 294–298.
Warrick, A. W. (1983). “Interrelationships of irrigation uniformity terms.” J. Irrig. Drain. Eng., 109(3), 317–332.
Warrick, A. W., and Yitayew, M. (1988). “Trickle lateral hydraulics. I: Analytical solution.” J. Irrig. Drain. Eng., 114(2), 281–288.
Yildirim, G. (2007). “An assessment of hydraulic design of trickle laterals considering effect of minor losses.” Irrig. Drain., 56(4), 399–421.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 139Issue 6June 2013
Pages: 483 - 489

History

Received: Apr 5, 2012
Accepted: Nov 28, 2012
Published online: Dec 1, 2012
Published in print: Jun 1, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

Sayed Hossein Sadeghi [email protected]
S.M.ASCE
Ph.D. Student, Dept. of Biological Systems Engineering, Washington State Univ., 24106 N. Bunn Rd., Prosser, WA 99350 (corresponding author). E-mail: [email protected]
Troy Peters [email protected]
Extension Irrigation Specialist/Assistant Professor, Washington State Univ., 24106 N. Bunn Rd., Prosser, WA 99350. E-mail: [email protected]

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