Closure to “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 ARTICLEAuthors: Brian M. Crookston, M.ASCE [email protected], Greg S. Paxson, M.ASCE [email protected], and Bruce M. Savage, M.ASCE [email protected]Author Affiliations
Publication: Journal of Hydraulic Engineering
Volume 143, Issue 9
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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.
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.
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©2017 American Society of Civil Engineers.
History
Received: Feb 7, 2017
Accepted: Apr 28, 2017
Published online: Jul 14, 2017
Published in print: Sep 1, 2017
Discussion open until: Dec 14, 2017
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Senior Engineer, Schnabel Engineering, 1380 Wilmington Pike, Suite 100, West Chester, PA 19382. E-mail: [email protected]
Principal, Schnabel Engineering, 1380 Wilmington Pike, Suite 100, West Chester, PA 19382. E-mail: [email protected]
Associate Professor and Chair, Dept. of Civil and Environmental Engineering, Idaho State Univ., 921 South 8th Ave., Mail Stop 8060, Pocatello, ID 83209-8060 (corresponding author). E-mail: [email protected]
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