Closure to “Discharge Coefficient Analysis for Triangular Sharp-Crested Weirs Using Low-Speed Photographic Technique” by C. Bautista-Capetillo, O. Robles, H. Júnez-Ferreira, and E. Playán
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Irrigation and Drainage Engineering
Volume 141, Issue 8
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References
Aydin, I., Altan-Sakarya, A. B., and Sisman, C. (2011). “Discharge formula for rectangular sharp-crested weirs.” Flow Meas. Instrum., 22(2), 144–151.
Bagheri, S., and Heidarpour, M. (2010). “Flow over rectangular sharp-crested weirs.” Irrig. Sci., 28(2), 173–179.
Barr, J., and Strickland, T. P. (1910). “Experiments upon the flow of water over triangular notches.” Engineering, 89, 435.
Cone, V. M. (1916). “Flow through weir notches with thin edges and full contractions.” J. Agric. Res., 23, 1051.
El-Hady, R. M. A. (2011). “2D-3D modeling of flow over sharp-crested weirs.” J. Appl. Sci. Res., 7(12), 2495–2505.
Greve, F. W. (1932). “Flow of water through circular, parabolic, and triangular vertical-notch weirs.”, Engineering Bulletin, Purdue Univ., West Lafayette, IN.
King, H. W. (1954). Handbook of hydraulics, McGraw-Hill, New York.
Lenz, A. T. (1943). “Viscosity and surface tension effects on V-notch weir coefficients.” Am. Soc. Civ. Eng. Trans., 108, 759.
Salvador, R., Bautista-Capetillo, C., Burguete, J., Zapata, N., and Playán, E. (2009). “A photographic methodology for drop characterization in agricultural sprinklers.” Irrig. Sci., 27(4), 307–317.
Shen, J. (1981). “Discharge characteristics of triangular-notch thin-plate weirs. Studies of flow of water over weirs and dams.”, U.S. Dept. of Interior, Washington, DC.
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Journal of Irrigation and Drainage Engineering
Volume 141 • Issue 8 • August 2015
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Sep 24, 2014
Accepted: Nov 17, 2014
Published online: Dec 9, 2014
Discussion open until: May 9, 2015
Published in print: Aug 1, 2015
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