TECHNICAL NOTES
Sep 16, 2009

Simple Method for the Design of Microirrigation Paired Laterals on Sloped Fields

Publication: Journal of Irrigation and Drainage Engineering
Volume 136, Issue 4

Abstract

In this study, a method for designing paired laterals that meet with required water application uniformity on sloped fields was developed using the energy gradient line approach based on the definition of the best submain position locations in which the same minimum pressure exists in uphill and downhill laterals. The best equation form of best submain position was determined. Also, the solution procedure was introduced to get the final solution to avoid the phenomena of no convergence or slow convergence. In this method, the required water application uniformity was used directly as a computational parameter in designing. When the designed emitter discharge, required water application uniformity and one parameter (either length or diameter) of a paired lateral are provided; the system developed here enables another parameter and the best submain position to be determined for any field slope conditions. Taken together, the results of this study show that final solutions can be obtained quickly and reasonably.

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Acknowledgments

This study is part of Project No. UNSPECIFIEDD0706007040191-06, which was supported by the Beijing Municipal Science and Technology Plan, the Knowledge Innovation Project KSCX2-YW-N-003 of the Chinese Academy of Sciences, National Key Technology R&D Program (Grant No. UNSPECIFIED2006BAD11B02-03), and the Project for 100 Outstanding Young Scientists (Yaohu Kang) supported by the Chinese Academy of Sciences.UNSPECIFIED

References

Kang, Y. H., and Nishiyama, S. (1996a). “Analysis and design of microirrigation laterals.” J. Irrig. Drain. Eng., 122(2), 75–82.
Kang, Y. H., and Nishiyama, S. (1996b). “Analysis of microirrigation systems using a lateral discharge equation.” Trans. ASAE, 39(3), 921–930.
Kang, Y. H., Nishiyama, S., and Kawano, H. (1995). “A simple method of designing uniform-water-application drip irrigation system.” Trans. Jpn. Soc. Irrig. Drain. Reclam. Eng., 176, 63–72.
Keller, J., and Bliesner, R. D. (1990). Sprinkle and trickle irrigation. An AVI book, Van Nostrand Reinhold, New York.
Wu, I. P. (1975). “Design of drip irrigation main lines.” J. Irrig. and Drain. Div., 101(IR4), 265–278.
Wu, I. P. (1992). “Energy gradient line approach for direct hydraulic calculation in drip irrigation design.” Irrig. Sci., 13, 21–29.
Wu, I. P. (1997). “An assessment of hydraulic design of micro-irrigation systems.” Agric. Water Manage., 32, 275–284.
Wu, I. P., and Gitlin, H. M. (1975). “Energy gradient line for drip irrigation laterals.” J. Irrig. and Drain. Div., 101(IR4), 321–326.
Wu, I. P., Gitlin, H. M., Solomom, K. H., and Saruwatari, C. A. (1986). Design principles: Trickle irrigation for crop production, F. S. Nakayama and D. A. Bucks, eds., Elsevier Science, Phoenix, 53–92.

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 136Issue 4April 2010
Pages: 271 - 275

History

Received: Jan 31, 2009
Accepted: Sep 14, 2009
Published online: Sep 16, 2009
Published in print: Apr 2010

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Authors

Affiliations

Shufang Jiang
Doctoral Student, Key Laboratory of Water Cycle and Related Land Surface Processes, Institute of Geographic Sciences and Natural Resources Research, Chinese Academy of Sciences, 11A Datun Rd., Anwai, Beijing 100101, China; and, Graduate, Univ. of Chinese Academy of Sciences, Beijing 100049, China.
Professor, Key Laboratory of Water Cycle and Related Land Surface Processes, Institute of Geographic Sciences and Natural Resources Research, Chinese Academy of Sciences, 11A Datun Rd., Anwai, Beijing 100101, China (corresponding author). E-mail: [email protected]

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