Discussion of “Physical and Numerical Modeling of Large Headwater Ratios for a 15° Labyrinth Spillway” by Bruce M. Savage, Brian M. Crookston, and Greg S. Paxson
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Hydraulic Engineering
Volume 143, Issue 9
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Acknowledgments
The discusser gratefully acknowledges the support provided by the Center of Excellence for Evaluation and Rehabilitation of Irrigation and Drainage Networks, University of Tehran.
References
Crookston, B. M. (2010). “Labyrinth weirs.” Ph.D. dissertation, Utah State Univ., Logan, UT.
Crookston, B. M., and Tullis, B. P. (2013). “Hydraulic design and analysis of labyrinth weirs. I: Discharge relationships.” J. Irrig. Drain. Eng., 363–370.
Gupta, S. K., and Singh, V. P. (2013). “Discussion of ‘Experimental studies on flow over labyrinth weir’ by B. V. Khode, A. R. Tembhurkar, P. D. Porey, and R. N. Ingle.” J. Irrig. Drain. Eng., 1048–1051.
Tullis, B. P., and Crookston, B. M. (2014). “Closure to ‘Hydraulic design and analysis of labyrinth weirs. I: Discharge relationships’ by B. M. Crookston and B. P. Tullis.” J. Irrig. Drain. Eng., 07014022.
Vatankhah, A. R. (2014). “Discussion of ‘Hydraulic design and analysis of labyrinth weirs. I: Discharge relationships’ by B. M. Crookston and B. P. Tullis.” J. Irrig. Drain. Eng., 07014021.
Vatankhah, A. R., and Eslahi, N. (2013). “Discussion of ‘Experimental studies on flow over labyrinth weir’ by B. V. Khode, A. R. Tembhurkar, P. D. Porey, and R. N. Ingle.” J. Irrig. Drain. Eng., 1051–1053.
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©2017 American Society of Civil Engineers.
History
Received: Oct 28, 2016
Accepted: Jan 6, 2017
Published online: Jul 14, 2017
Published in print: Sep 1, 2017
Discussion open until: Dec 14, 2017
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