Closure to “Exact Solution of Optimum Hydraulic Power-Law Section with General Exponent Parameter” by Yan-Cheng Han and Said M. Easa
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VIEW THE ORIGINAL ARTICLEAuthors: Yan-Cheng Han [email protected] and Said M. Easa, M.ASCE [email protected]Author Affiliations
Publication: Journal of Irrigation and Drainage Engineering
Volume 145, Issue 11
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Acknowledgments
The authors are grateful to the editors for their helpful comments. This research project is supported by the Natural Science Foundation of Shandong Province, China (ZR2017LEE028) and the Teaching and Research Projects of the University of Jinan (J1641).
References
Cheng, J.-L., P. Chen, C.-L. Zhu, X. Jiang, and J. Qiu. 2003. “Optimal canal profile-cross sections in a lifting water irrigation district.” [In Chinese.] J. Irrig. Drain. Eng. 22 (1): 31–34. https://doi.org/10.3969/j.issn.1672-3317.2003.01.008.
Froehlich, D. C. 1994. “Width and depth-constrained best trapezoidal section.” J. Irrig. Drain. Eng. 120 (4): 828–835. https://doi.org/10.1061/(ASCE)0733-9437(1994)120:4(828).
Liu, D., Y. Hu, Q. Fu, and T. Li. 2015. “Optimization and parameter analysis for channel cross section with concrete lining in northern irrigation district.” [In Chinese.] Trans. Chin. Soc. Agri. Eng. 31 (20): 107–114. https://doi.org/10.11975/j.issn.1002-6819.2015.20.016.
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Journal of Irrigation and Drainage Engineering
Volume 145 • Issue 11 • November 2019
Copyright
©2019 American Society of Civil Engineers.
History
Received: May 29, 2019
Accepted: Jul 29, 2019
Published online: Sep 10, 2019
Published in print: Nov 1, 2019
Discussion open until: Feb 10, 2020
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Professor, School of Water Conservancy and Environment, Univ. of Jinan, Jinan 25002, China (corresponding author). Email: [email protected]
Professor, Dept. of Civil Engineering, Ryerson Univ., Toronto, ON, Canada M5B 2K3. Email: [email protected]
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