Closure to “New Method for Modeling Thin-Walled Orifice Flow under Partially Submerged Conditions” by David Brandes and William T. Barlow
Publication: Journal of Irrigation and Drainage Engineering
Volume 139, Issue 9
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References
Akan, A. O. (1993). Urban stormwater hydrology, a guide to engineering calculations, Technomic, Lancaster, PA.
Brater, E. F., and King, H. W. (1976). Handbook of hydraulics, McGraw-Hill, New York.
Greve, F. V. (1932). “Flow of water through circular, parabolic, and triangular vertical notch weirs.” Eng. Bull. Purdue Univ., 40(2), 37–60.
McCuen, R. H. (2005). Hydrologic analysis and design, 3rd Ed., Pearson Prentice Hall, Upper Saddle River, NJ.
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.
Vantankhah, A. R. (2010). “Flow measurement using circular sharp-crested weirs.” Flow Meas. Instrum., 21(2), 118–122.
Information & Authors
Information
Published In
Journal of Irrigation and Drainage Engineering
Volume 139 • Issue 9 • September 2013
Pages: 793 - 794
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Apr 1, 2013
Accepted: Apr 29, 2013
Published online: Aug 15, 2013
Published in print: Sep 1, 2013
Discussion open until: Jan 15, 2014
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A.M.ASCE
Associate Professor, Dept. of Civil and Environmental Engineering, Acopian Engineering Center, Lafayette College, Easton, PA 18042. E-mail: [email protected]
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