DISCUSSIONS AND CLOSURES
Sep 15, 2011

Discussion of “Design of Level Ground Laterals in Trickle Irrigation Systems” by Zayani Khemaies and Hammami Moncef

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Publication: Journal of Irrigation and Drainage Engineering
Volume 137, Issue 10
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Acknowledgments

The Scientific and Technological Research Council of Turkey (TUBITAK) is acknowledged for supporting, by the fellowships and grant program (UNSPECIFIED2219), the discusser’s studies at the Texas A&M University–BAEN.

References

Anyoji, H., and Wu, I. P. (1987). “Statistical approach for drip lateral design.” Trans. ASAE, 30(1), 187–192.
Cuenca, R. H. (1989). Irrigation systems design: An engineering approach, Prentice Hall, Upper Saddle River, NJ.
Hathoot, H. M., Al-Amoud, A. I., and Al-Mesned, A. S. (2000). “Design of trickle irrigation laterals considering emitter losses.” Irrig. Drain, 49(2), 1–14.
Hathoot, H. M., Al-Amoud, A. I., and Mohammad, F. S. (1993). “Analysis and design of trickle irrigation laterals.” J. Irrig. Drain Eng., 119(5), 756–767.
Warrick, A. W., and Yitayew, M. (1988). “Trickle lateral hydraulics. I: Analytical solution.” J. Irrig. Drain Eng., 114(2), 281–288.
Wu, I. P. (1992). “Energy gradient line approach for direct hydraulic calculation in drip irrigation design.” Irrig. Sci., 13(1), 21–29.
Wu, I. P., and Gitlin, H. M. (1974). “Drip irrigation design based on uniformity.” Trans. ASAE, 17(3), 429–432.
Yildirim, G. (2006). “Hydraulic analysis and direct design of multiple outlets pipelines laid on flat and sloping lands.” J. Irrig. Drain Eng., 132(6), 537–552.
Yildirim, G. (2007a). “An assessment of hydraulic design of trickle laterals considering effect of minor losses.” Irrig. Drain, 56(4), 399–421.
Yildirim, G. (2007b). “Analytical relationships for designing multiple outlets pipelines.” J. Irrig. Drain Eng., 133(2), 140–154.
Yildirim, G. (2008). “Determining operating inlet pressure head incorporating uniformity parameters for multioutlet plastic pipelines.” J. Irrig. Drain Eng., 134(3), 341–348.
Yildirim, G. (2009). “Simplified procedure for hydraulic design of small-diameter plastic pipes.” Irrig. Drain, 58(2), 209–233.
Yildirim, G., and Ağiralioğlu, N. (2003). “Discussion of ‘Continuous outflow variation along irrigation laterals: Effect of the number of outlets’ by John D. Valiantzas.” J. Irrig. Drain Eng., 129(5), 382–386.
Yildirim, G., and Ağiralioğlu, N. (2004a). “Comparative analysis of hydraulic calculation methods in design of microirrigation laterals.” J. Irrig. Drain Eng., 130(3), 201–217.
Yildirim, G., and Ağiralioğlu, N. (2004b). “Discussion of ‘Determining minor losses in drip irrigation laterals. I: Methodology’ by Luis Juana, Leonor Rodríguez-Sinobas, and Alberto Losada.” J. Irrig. Drain Eng., 130(3), 248–252.
Yildirim, G., and Ağiralioğlu, N. (2004c). “Linear solution for hydraulic analysis of tapered microirrigation laterals.” J. Irrig. Drain Eng., 130(1), 78–87.
Yildirim, G., and Ağiralioğlu, N. (2005a). “Closure to ‘Linear solution for hydraulic analysis of tapered microirrigation laterals’ by G. Yildirim and N. Ağiralioğlu.” J. Irrig. Drain Eng., 131(5), 490–491.
Yildirim, G., and Ağiralioğlu, N. (2005b). “Discussion of ‘Inlet pressure, energy cost, and economic design of tapered irrigation submains’ by John D. Valiantzas.” J. Irrig. Drain Eng., 131(2), 220–224.
Yitayew, M., and Warrick, A. W. (1988). “Trickle lateral hydraulics. II: Design and examples.” J. Irrig. Drain Eng., 114(2), 289–300.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 137Issue 10October 2011
Pages: 682 - 684

History

Received: Apr 20, 2010
Accepted: Sep 7, 2010
Published online: Sep 15, 2011
Published in print: Oct 1, 2011

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Gürol Yildirim, M.ASCE [email protected]
Ph.D.
Associate Professor, Engineering Faculty, Dept. of Civil Engineering, Div. of Hydraulics, Aksaray Univ., 68100 Aksaray, Turkey; formerly, Visiting Research Scholar, Dept. of Biological and Agricultural Engineering (BAEN), Texas A&M Univ., 201 Scoates Hall, College Station, TX 77843-2117. E-mail: [email protected]

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