Discussions and Closures
Jun 17, 2014

Discussion of “Analytical Determination of Distribution Uniformity for Microirrigation Tapered Laterals Laid on Uphill and Horizontal Slopes” by Sayed Hossein Sadeghi and Troy Peters

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Publication: Journal of Irrigation and Drainage Engineering
Volume 140, Issue 12
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Acknowledgments

The discusser gratefully thanks the authors for their tolerance and noteworthy contributions to some viewpoints raised through the discussion. The authors are also acknowledged for their kindly citation to the recently published paper (Yıldırım 2007).

References

American Society of Agricultural Engineers (ASAE). (1982). “Design, installation and performance of trickle irrigation systems.” Agricultural engineers yearbook, 519–522.
Anyoji, H., and Wu, I. P. (1987). “Statistical approach for drip lateral design.” Trans. ASAE, 30(1), 187–192.
Barragan, J., Bralts, V., and Wu, I. P. (2006). “Assessment of emission uniformity for micro-irrigation design.” Biosyst. Eng., 93(1), 89–97.
Barragan, J., and Wu, I. P. (2005). “Simple pressure parameters for micro-irrigation design.” Biosyst. Eng., 90(4), 463–475.
Burt, C. M., et al. (1997). “Irrigation performance measures: Efficiency and uniformity.” J. Irrig. Drain. Eng., 423–442.
Burt, C. M. (2004). “Rapid field evaluation of drip and microspray distribution uniformity.” Irrig. Drain. Syst., 18(4), 275–297.
Cuenca, R. H. (1989). Irrigation systems design: An engineering approach. Prentice Hall, NJ.
Valiantzas, J. D. (2002). “Continuous outflow variation along irrigation laterals: Effect of the number of outlets.” J. Irrig. Drain. Eng., 34–42.
Valiantzas, J. D. (2005). “Modified Hazen-Williams and Darcy-Weisbach equations for friction and local head losses along irrigation laterals.” J. Irrig. Drain. Eng., 131(4), 342–350.
Yıldırım, G. (2007). “An assessment of hydraulic design of trickle laterals considering effect of minor losses.” Irrig. Drain., 56(4), 399–421.
Yıldırım, G., and Ağıralioğlu, N. (2003). “Discussion of ‘continuous outflow variation along irrigation laterals: Effect of the number of outlets’ by Valiantzas.” J. Irrig. Drain. Eng., 382–386.
Yıldırım, G., and Ağıralioğlu, N. (2004a) “Comparative analysis of hydraulic calculation methods in design of microirrigation laterals.” J. Irrig. Drain. Eng., 201–217.
Yıldırım, G., and Ağıralioğlu, N. (2004b) “Linear solution for hydraulic analysis of tapered microirrigation laterals.” J. Irrig. Drain. Eng., 78–87.
Yıldırım, G., and Ağıralioğlu, N. (2005a) “Discussion of ‘inlet pressure, energy cost, and economic design of tapered irrigation submains’ by Valiantzas.” J. Irrig. Drain. Eng., 220–224.
Yıldırım, G., and Ağıralioğlu, N. (2005b) “Closure to ‘linear solution for hydraulic analysis of tapered microirrigation laterals’ by Yıldırım and Ağıralioğlu.” J. Irrig. Drain. Eng., 490–491.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 140Issue 12December 2014

History

Received: Oct 27, 2013
Accepted: Dec 5, 2013
Published online: Jun 17, 2014
Discussion open until: Nov 17, 2014
Published in print: Dec 1, 2014

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Gürol Yıldırım, Ph.D. [email protected]
Associate Professor of Civil Engineering, Head of Hydraulics Division, Engineering Faculty, Civil Engineering Dept., Aksaray Univ., Hydraulics Division, Central Campus, Aksaray 68100, Turkey. E-mail: [email protected]

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