Discussion of “Equivalent Friction Factor Method for Hydraulic Calculation in Irrigation Laterals” by Pedro Vallesquino and Pedro L. Luque-Escamilla
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Volume 130, Issue 4
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References
Hathoot, H. M., Abo-Ghobar, H. M., Al-Amoud, A. I., and Mohammed, F. S.(1994). “Analysis and design of sprinkler irrigation laterals.” J. Irrig. Drain. Eng., 120(3), 534–549.
Valiantzas, J. D.(1998). “Analytical approach for direct drip lateral hydraulic calculation.” J. Irrig. Drain. Eng., 124(6), 300–305.
Valiantzas, J. D.(2002a). “Continuous outflow variation along irrigation laterals: Effect of the number of outlets.” J. Irrig. Drain. Eng., 128(1), 34–42.
Valiantzas, J. D.(2002b). “Hydraulic analysis and optimum design of multidiameter irrigation laterals.” J. Irrig. Drain. Eng., 128(2), 78–86.
Vallesquino, P., and Luque-Escamilla, P. L.(2001). “New algorithm for hydraulic calculation in irrigation laterals.” J. Irrig. Drain. Eng., 127(4), 254–260.
Wu, I. P.(1992). “Energy gradient line approach for direct hydraulic calculation in drip irrigation design.” Irrig. Sci., 13, 21–29.
Yıldırım, G., and Aıraliolu, N.(2004a). “Comparative analysis of hydraulic calculation methods in design of microirrigation laterals.” J. Irrig. Drain. Eng., 130(3), 201–217.
Yıldırım, G., and Aıraliolu, N.(2004b). “Linear solution for hydraulic analysis of tapered microirrigation laterals.” J. Irrig. Drain. Eng., 130(1), 78–87.
Yıldırım, G., and Aıraliolu, N.(2003a). “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.
Yıldırım, G., and Aıraliolu, N.(2003b). “Discussion of ‘New algorithm for hydraulic calculation in irrigation laterals,’ by Pedro Vallesquino and Pedro L. Luque-Escamilla.” J. Irrig. Drain. Eng., 129(2), 142–143.
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Copyright © 2004 American Society of Civil Engineers.
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Published online: Jul 15, 2004
Published in print: Aug 2004
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