Discussion of “Experimental Studies on Flow over Labyrinth Weir” by B. V. Khode, A. R. Tembhurkar, P. D. Porey, and R. N. Ingle
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Irrigation and Drainage Engineering
Volume 139, Issue 12
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References
Carollo, F. G., Ferro, V., and Pampalone, V. (2012). “Experimental investigation of the outflow process over a triangular labyrinth-weir.” J. Irrig. Drain. Eng., 73–79.
Gentilini, B. (1940). “Stramazzi con cresta a pianta blique e a zig-zag.” Memorie e Studi del Regio Politecnico di Milano, 48, (in Italian).
Kandaswamy, P. K., and Rouse, H. (1957). “Characteristics of flow over terminal weirs and sills.” J. Hydr. Div., 83(4), 1–13.
Khode, B. V., Tembhurkar, A. R., Porey, P. D., and Ingle, R. N. (2011). “Determination of crest coefficient for flow over trapezoidal labyrinth weir.” World Appl. Sci. J., 12(3), 324–329.
Kumar, S., Ahmad, Z., and Mansoor, T. (2011). “A new approach to improve the discharging capacity of sharp-crested triangular plan form weirs.” Flow Meas. Instrum., 22(3), 175–180.
Tullis, S. P., Amanian, N., and Waldron, D. (1995). “Design of labyrinth spillway.” J. Hydraul. Eng., 247–255.
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© 2013 American Society of Civil Engineers.
History
Received: Oct 18, 2012
Accepted: Jan 16, 2013
Published online: Nov 15, 2013
Published in print: Dec 1, 2013
Discussion open until: Apr 15, 2014
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A.M.ASCE
Assistant Professor, Dept. of Civil Engineering, Lakehead Univ., 955 Oliver Rd., Thunder Bay, ON, Canada P7B 5E1; formerly, Research Associate, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2W2. E-mail: [email protected]; [email protected]
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