Closure to “Hydraulic Design and Analysis of Labyrinth Weirs. I: Discharge Relationships” by B. M. Crookston and B. P. Tullis
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VIEW THE ORIGINAL ARTICLEAuthors: B. P. Tullis [email protected] and B. M. Crookston, M.ASCE [email protected]Author Affiliations
Publication: Journal of Irrigation and Drainage Engineering
Volume 140, Issue 8
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Acknowledgments
This research was funded by the State of Utah (USA) and Utah State University through the Utah Water Research Laboratory.
References
Crookston, B. M., Paxson, G. S., and Savage, B. M. (2012). “It can be done! Labyrinth weir design guidance for high headwater and low cycle width ratios.” Proc., 2012 ASDSO Annual Conf. (CD-ROM), Denver, CO.
Crookston, B. M., and Tullis, B. P. (2013). “Hydraulic design and analysis of labyrinth weirs. 2: Nappe aeration, instability, and vibration.” J. Irrig. Drain. Eng., 371–377.
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© 2014 American Society of Civil Engineers.
History
Received: Feb 25, 2014
Accepted: Mar 21, 2014
Published online: May 14, 2014
Published in print: Aug 1, 2014
Discussion open until: Oct 14, 2014
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Associate Professor, Utah Water Research Laboratory, Dept. of Civil and Environmental Engineering, Utah State Univ., 8200 Old Main Hill, Logan, UT 84322-8200 (corresponding author). E-mail: [email protected]
Project Engineer, Schnabel Engineering, 1380 Wilmington Pike, West Chester, PA 19382. E-mail: [email protected]
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