Discussion of “Staged Labyrinth Weir Hydraulics” by M. R. Dabling, B. P. Tullis, and B. M. Crookston
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Volume 141, Issue 10
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Acknowledgments
The Journal Chief Editor, Professor William Frederic Ritter, and the paper authors are gratefully appreciated for their noteworthy considerations and tolerance to the points raised through the discussion.
References
Anderson, R. M., and Tullis, B. P. (2012). “Comparison of piano key and rectangular labyrinth weir hydraulics.” J. Hydraul. Eng., 358–361.
Anderson, R. M., and Tullis, B. P. (2013). “Piano key weir hydraulics and labyrinth weir comparison.” J. Irrig. Drain. Eng., 246–253.
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.
Cassidy, J. J., Gardner, C. A., and Peacock, R. T. (1985). “Boardman labyrinth crest spillway.” J. Hydraul. Eng., 398–416.
Crookston, B. M., and Tullis, B. P. (2013). “Hydraulic design and analysis of labyrinth weirs. I: Discharge relationships.” J. Irrig. Drain. Eng., 363–370.
Emiroglu, M. E., and Baylar, A. (2005). “Influence of included angle and sill slope on air entrainment of triangular planform labyrinth weirs.” J. Hydraul. Eng., 184–189.
Emiroglu, M. E., Kaya, N., and Agaccıoglu, H. (2010). “Discharge capacity of labyrinth side weir located on a straight channel.” J. Irrig. Drain. Eng., 37–46.
Gentilini, B. (1940). “Stramazzi coo cresta a pianta obliqua e a zig-zag.” Memorie e Studi del Regio Politectico di Milano, Italy, 48 (in Italian).
Ghodsian, M. (2009). “Stage-discharge relationship for a triangular labyrinth spillway.” Proc. Inst. Civ. Eng. Water Manage., 162(3), 173–178.
Hay, N., and Taylor, G. (1970). “Performance and design of labyrinth weirs.” J. Hydraul. Eng., 96(11), 2337–2357.
Houston, K. L. (1982). “Hydraulic model study of the Ute Dam labyrinth spillway.”, Denver.
Houston, K. L. (1983). “Hydraulic model study of Hyrum auxiliary labyrinth spillway.”, Denver.
Lopes, R., Matos, J., and Melo, J. F. (2006). “Discharge capacity and residual energy of labyrinth weirs.”, Univ. of Queensland, Brisbane, Australia, 47–56.
Salmasi, F., Yıldırım, G., Masoodi, A., and Parsamehr, P. (2013). “Predicting discharge coefficient of compound broad-crested weir by using genetic programming (GP) and artificial neural network (ANN) techniques.” Arab. J. Geosci, 6(7), 2709–2717.
Savage, B., Frizell, K., and Crowder, J. (2004). “Brain versus brawn: The changing world of hydraulic model studies.” ASDSO 2004 Annual Conf. Proc. Association of State Dam Safety Officials (ASDSO), Lexington, KY.
Tacail, F. G., Evans, B., and Babb, A. (1990). “Case study of a labyrinth spillway.” Can. J. Civ. Eng., 17(1), 1–7.
Tullis, J. P., Amanian, N., and Waldron, D. (1995). “Design of labyrinth spillways.” J. Hydraul. Eng., 247–255.
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Published In
Journal of Irrigation and Drainage Engineering
Volume 141 • Issue 10 • October 2015
Copyright
© 2015 American Society of Civil Engineers.
History
Received: Apr 2, 2014
Accepted: Nov 17, 2014
Published online: Apr 22, 2015
Discussion open until: Sep 22, 2015
Published in print: Oct 1, 2015
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