Closure to “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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References
Anwar, A. A. (1999). “Adjusted factor Ga for pipelines with multiple outlets and outflow.” J. Irrig. Drain. Eng., 355–359.
Phocaides, A. (2007). Handbook on pressurized irrigation techniques, Food and Agricultural Organization of the United Nations, Rome.
Sadeghi, S. H., Mousavi, S. F., Sadeghi, S. H. R., and Abdolali, M. (2012). “Factor H for the calculation of head loss and sizing of dual-diameter laterals.” J. Agr. Sci. Tech., 14, 1555–1565.
Sadeghi, S. H., and Peters, T. (2013). “Analytical determination of distribution uniformity for microirrigation tapered laterals laid on uphill and horizontal slopes.” J. Irrig. Drain. Eng., 483–489.
Sadeghi, S. H., and Peters, T. (2014). “Analytical determination of the energy grade line for tapered irrigation pipelines.” J. Irrig. Drain Eng., 0701401.
Scaloppi, E. J. (1988). “Adjusted ‘F’ factor for multiple-outlet pipes.” J. Irrig. Drain. Eng., 169–174.
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.
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© 2014 American Society of Civil Engineers.
History
Received: Jan 13, 2014
Accepted: Jan 27, 2014
Published online: Mar 7, 2014
Published in print: May 1, 2014
Discussion open until: Aug 7, 2014
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