Discussion of “Continuous Outflow Variation Along Irrigation Laterals: Effect of the Number of Outlets” by John D. Valiantzas
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Volume 129, Issue 5
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References
Abramovitz, M., and Stegun, A. I. (1965). Handbook of mathematical functions: With formulas, graphs, and mathematical tables, Dover, New York.
Anyoji, H., and Wu, I. P.(1987). “Statistical approach for drip lateral design.” Trans. ASAE, 30(1), 187–192.
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.
Hathoot, H. M., Al-Amoud, A. I., and Mohammad, F. S.(1994). “Analysis and design of sprinkler irrigation laterals.” J. Irrig. Drain. Eng., 120(3), 534–549.
Kang, Y., and Nishiyama, S.(1996). “Analysis and design of microirrigation laterals.” J. Irrig. Drain. Eng., 122(2), 75–81.
Valiantzas, J. D.(1998). “Analytical approach for direct drip lateral hydraulic calculation.” J. Irrig. Drain. Eng., 124(6), 300–305.
Valiantzas, J. D.(2002). “Hydraulic analysis and optimum design of multidiameter irrigation laterals.” J. Irrig. Drain. Eng., 128(2), 78–86.
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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Published In
Journal of Irrigation and Drainage Engineering
Volume 129 • Issue 5 • October 2003
Pages: 382 - 386
Copyright
Copyright © 2003 American Society of Civil Engineers.
History
Published online: Sep 15, 2003
Published in print: Oct 2003
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