Closure to “Staged Labyrinth Weir Hydraulics” by M. R. Dabling, B. P. Tullis, and B. M. Crookston
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VIEW THE ORIGINAL ARTICLEAuthors: M. R. Dabling, A.M.ASCE [email protected], B. P. Tullis, M.ASCE [email protected], and B. M. Crookston, M.ASCE [email protected]Author Affiliations
Publication: Journal of Irrigation and Drainage Engineering
Volume 141, Issue 10
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Acknowledgments
This research was funded by the State of Utah and Utah State University. Experiments were conducted at the Utah Water Research Laboratory.
References
Crookston, B. M. (2010). “Labyrinth weirs.” Dissertation, Utah State Univ. Library, Logan, UT, 44–66.
Crookston, B. M., and Tullis, B. P. (2013). “Hydraulic design and analysis of labyrinth weirs. 1: Discharge relationships.” J. Irrig. Drain., 363–370.
Paxson, G. S., Monroe, J., Crookston, B. M., and Campbell, D. B. (2013). “Balancing site considerations with hydraulic efficiency for labyrinth spillways.” ICOLD 2013 Int. Symp., Seattle.
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© 2015 American Society of Civil Engineers.
History
Received: Jan 15, 2015
Accepted: Feb 3, 2015
Published online: Apr 22, 2015
Discussion open until: Sep 22, 2015
Published in print: Oct 1, 2015
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Staff Engineer, CH2M HILL, 4246 South Riverboat Rd., Suite 210, Taylorsville, UT 84123 (corresponding author). E-mail: [email protected]
Professor, Utah Water Research Laboratory, Dept. of Civil and Environmental Engineering, Utah State Univ., 8200 Old Main Hill, Logan, UT 84322-8200. E-mail: [email protected]
Project Engineer, Schnabel Engineering, 1380 Wilmington Pike, Suite 100, West Chester, PA 19382. E-mail: [email protected]
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