Discussion of “New Method for Modeling Thin-Walled Orifice Flow under Partially Submerged Conditions” by David Brandes and William T. Barlow
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Irrigation and Drainage Engineering
Volume 139, Issue 9
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Acknowledgments
The discussers gratefully acknowledge the support provided by the Center of Excellence for Evaluation and Rehabilitation of Irrigation and Drainage Networks, University of Tehran.
References
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Prohaska, P. D., Khan, A. A., and Kaye, N. B. (2010). “Investigation of flow through orifices in riser pipes.” J. Irrig. Drain. Eng., 136(5), 340–347.
Smith, D., and Walker, W. J. (1923). “Orifice flow.” Proc., Institution of Mechanical Engineers, 1(1), 23–36.
Staus, A. (1931). “Der Beiwert kreisrunder Uberfalle.” Wasserkraft Wasserwirtsch., 25(11), 122–123.
Stevens, J. C. (1957). “Flow through circular weirs.” J. Hydraul. Div., 83(6), 1–24.
Vatankhah, A. R. (2010). “Flow measurement using circular sharp-crested weirs.” Flow Meas. Instrum., 21(2), 118–122.
Vatankhah, A. R. (2011). “Approximate solutions to complete elliptic integrals for practical use in water engineering.” J. Hydrol. Eng., 16(11), 942–945.
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Published In
Journal of Irrigation and Drainage Engineering
Volume 139 • Issue 9 • September 2013
Pages: 789 - 793
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Oct 16, 2012
Accepted: Jan 16, 2013
Published online: Aug 15, 2013
Published in print: Sep 1, 2013
Discussion open until: Jan 15, 2014
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