Discussion of “Modified and Correction Factors for Laterals with Multiple Outlets and Outflow” by Sayed-Hossein Sadeghi and Troy Peters
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Irrigation and Drainage Engineering
Volume 140, Issue 5
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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 discusser’s recently published papers.
References
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Anwar, A. A. (2000). “Inlet pressure for horizontal tapered laterals.” J. Irrig. Drain. Eng., 57–63.
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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., 342–350.
Yıldırım, G., (2006). “Hydraulic analysis and direct design of multiple outlets pipelines laid on flat and sloping lands.” J. Irrig. Drain. Eng., 537–552.
Yıldırım, G. (2007a). “Analytical relationships for designing multiple outlets pipelines.” J. Irrig. Drain. Eng., 140–154.
Yıldırım, G. (2007b). “An assessment of hydraulic design of trickle laterals considering effect of minor losses.” Irrig. Drain., 56(4), 399–421.
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Published In
Journal of Irrigation and Drainage Engineering
Volume 140 • Issue 5 • May 2014
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Jan 29, 2013
Accepted: Feb 15, 2013
Published online: Mar 7, 2014
Published in print: May 1, 2014
Discussion open until: Aug 7, 2014
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