Discussions and Closures
Jun 15, 2012

Discussion of “Simplified Method for Sizing Laterals with Two or More Diameters” by Muluneh Yitayew

Publication: Journal of Irrigation and Drainage Engineering
Volume 138, Issue 7
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Acknowledgments

The discusser would like to thank the writer for his tolerance and noteworthy opinions on this discussion, in advance.

References

Gillespie, V. A., Philips, A. L., and Wu, I. P. (1979). “Drip irrigation design equations.” J. Irrig. Drain Div.JRCEA4, 105(IR3), 247–257.
Howell, T. A., and Hiler, E. A. (1974). “Designing trickle irrigation laterals for uniformity.” J. Irrig. Drain Div.JRCEA4, 100(IR4), 10983, 443–454.
Valiantzas, J. D. (2002). “Hydraulic analysis and optimum design of multi-diameter irrigation laterals.” J. Irrig. Drain. Eng.JRCEA4, 128(2), 78–86.
Wu, I. P., and Barragan, J. (2000). “Design criteria for micro-irrigation systems.” Trans. ASAETAAEAJ, 43(5), 1145–1154.
Wu, I. P., and Gitlin, H. M. (1973). “Hydraulics and uniformity for drip irrigation.” J. Irrig. Drain Div.JRCEA4, 99(IR3), 9786, 157–168.
Wu, I. P., and Gitlin, H. M. (1974). “Drip irrigation design based on uniformity.” Trans. ASAETAAEAJ, 17(3), 429–432.
Wu, I. P., and Gitlin, H. M. (1980). “Preliminary concept of a drip irrigation network design.” ASAE Pacific Region Annual Meeting.
Wu, I. P., Saruwatari, C. A., and Gitlin, H. M. (1983). “Design of drip irrigation lateral length on uniform slopes.” Irrig. Sci.IRSCD2, 4, 117–135.
Yıldırım, G. (2006). “Hydraulic analysis and direct design of multiple outlets pipelines laid on flat and sloping lands.” J. Irrig. Drain. Eng.JRCEA4, 132(6), 537–552.
Yıldırım, G. (2008). “Determining operating inlet pressure head incorporating uniformity parameters for multioutlet plastic pipelines.” J. Irrig. Drain. Eng.JRCEA4, 134(3), 341–348.
Yıldırım, G. (2009a). “Simplified procedure for hydraulic design of small-diameter plastic pipes.” Irrig. Drain., 58(2), 209–233.
Yıldırım, G. (2009b). “Discussion of ‘Field-scale assessment of uncertainties in drip irrigation lateral parameters’ by Yeboah Gyasi-Agyei.” J. Irrig. Drain. Eng.JRCEA4, 135(2), 261–263.
Yıldırım, G., and Ağıralioğlu, N. (2004). “Linear solution for hydraulic analysis of tapered microirrigation laterals.” J. Irrig. Drain. Eng.JRCEA4, 130(1), 78–87.
Yıldırım, G., and Ağıralioğlu, N. (2005). “Closure to ‘Linear solution for hydraulic analysis of tapered microirrigation laterals’ by Gürol Yıldırım and Necati Ağıralioğlu.” J. Irrig. Drain. Eng.JRCEA4, 131(5), 490–491.
Yıldırım, G., and Özger, M. (2009). “Neuro-fuzzy approach in estimating Hazen-Williams friction coefficient for small-diameter polyethylene pipes.” Adv. Eng. SoftwareAESODT, 40(8), 593–599.

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 138Issue 7July 2012
Pages: 697 - 702

History

Received: Mar 22, 2009
Accepted: Apr 26, 2009
Published online: Jun 15, 2012
Published in print: Jul 1, 2012

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Authors

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Gürol Yıldırım, Ph.D., M.ASCE [email protected]
Associate Professor, Aksaray Univ., Engineering Faculty, Civil Engineering Dept., Hydraulics Division, 68100, Aksaray, Turkey; formerly, İstanbul Technical Univ., Civil Engineering Faculty, Civil Engineering Dept. Hydraulics Division 34469, Maslak, İstanbul, Turkey. E-mail: [email protected]

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