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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VIEW THE ORIGINAL ARTICLEPublication: 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
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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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© 2014 American Society of Civil Engineers.
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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