Discussion of “Iterative Formulas and Estimation Formulas for Computing Normal Depth of Horseshoe Cross-Section Tunnel” by Jiliang Liu, Zhengzhong Wang, and Xing Fang
Authors: S. K. Gupta [email protected], Vijay P. Singh, F.ASCE [email protected], and S. K. Shukla [email protected]Author Affiliations
Publication: Journal of Irrigation and Drainage Engineering
Volume 138, Issue 8
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Acknowledgments
S. K. Gupta expresses sincere thanks to Dr. Pramod Kumar Singh, Professor and Head, Department of Civil Engineering, Institute of Technology, Banaras Hindu Univ., and Mr. S. N. Yadav, Junior Engineer, Mr. E. Rahman, Assistant Engineer IV, Mr. R. S. Sharma, Assistant Engineer V, Mr. Mahesh Chandra, Executive Engineer, Mr. S. C. Arya, Superintending Engineer, and Mr. Motilal, Chief Engineer, Ban Sagar Canal Construction Project, Mirzapur, Uttar Pradesh, India, who assigned the author the vetting work of “Design of transition section joining tunnel outlet and trapezoidal canal,” from which emanated the origin of this discussion.
References
Merkley, G. P. (2005). “Standard horseshoe cross section geometry.” Agric. Water Manage.AWMADF, 71(1), 61–70.
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© 2012. American Society of Civil Engineers.
History
Received: Mar 24, 2011
Accepted: Apr 18, 2011
Published online: Jul 16, 2012
Published in print: Aug 1, 2012
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Assistant Professor, Hydraulics and Water Resources Engineering, Dept. of Civil Engineering, Institute of Technology, Banaras Hindu Univ., Varanasi 221005, Uttar Pradesh, India (corresponding author). E-mail: [email protected]
Caroline and William N. Lehrer Distinguished Chair in Water Engineering and Professor, Dept. of Biological and Agricultural Engineering, Dept. of Civil and Environmental Engineering, 321 Scoates Hall, 2117 TAMU, Texas A & M Univ., College Station, TX 77843-2117. E-mail: [email protected]
Associate Professor, Dept. of Mechanical Engineering, Institute of Technology, Banaras Hindu Univ., Varanasi 221005, Uttar Pradesh, India. E-mail: [email protected]
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