Discussion of “Some Insights on Flow over Sharp-Crested Weirs Using Computational Fluid Dynamics: Implications for Enhanced Flow Measurement”
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Volume 149, Issue 4
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Data Availability Statement
All data, solution procedures, and models used during the study appear in the published discussion or the original paper under discussion.
Acknowledgments
This research is supported by the Science and Technology Research Project of the Department of Education in Jiangxi Province (Grant No. GJJ180953), the National Natural Science Foundation of China (Grant Nos. 51879129 and 51509128), the Key Project of Water Resources Department of Jiangxi Province of China (202124ZDKT14), and the Science and the Natural Science Foundation of Jiangxi Province of China (20192ACBL20041).
References
Arvanaghi, H., and N. O. Navid. 2013. “Sharp-crested weir discharge coefficient.” J. Civ. Eng. Urban 3 (3): 87–91.
Aydin, I., A. M. Ger, and O. Hincal. 2002. “Measurement of small discharges in open channels by slit weir.” J. Hydraul. Eng. 128 (2): 234–237. https://doi.org/10.1061/(ASCE)0733-9429(2002)128:2(234).
Bagheri, S., and M. Heidarpour. 2010. “Flow over rectangular sharp-crested weirs.” Irrig. Sci. 28 (2): 173–179. https://doi.org/10.1007/s00271-009-0172-1.
Bos, M. G. 1989. Discharge measurement structures. 3rd revised ed., ILRI Publication 20. Wageningen, Netherlands: International Institute for and Reclamation and Improvement.
Chaudhry, M. H. 1993. Open channel flow. Englewood Cliffs, NJ: Prentice-Hall.
Finnemore, E. J., and J. B. Franzini. 2002. Fluid mechanics with engineering applications. New York: McGraw-Hill.
Herschy, H. 1995. “General purpose flow measurement equations for flumes and thin plate weirs.” Flow Meas. Instrum. 6 (4): 283–293. https://doi.org/10.1016/0955-5986(95)00016-X.
Higher Education Press. 2016. “State key laboratory of hydraulics and mountain river engineering.” In Hydraulics, 300–305. Chengdu, China: Higher Education Press.
Kindsvater, C. E., and R. W. Carter. 1957. “Discharge characteristics of rectangular thin-plate weirs.” J. Hydraul. Div. 83 (1): 1–36. https://doi.org/10.1061/JYCEAJ.0000142.
Montes, S. 1998. Hydraulics of open channel flow. Reston, VA: ASCE.
Sturm, W. T. 2001. Open channel hydraulics. New York: McGraw-Hill.
USBR (US Department of the Interior Bureau of Reclamation) 2001. Water measurement manual: A Water Resources technical publication. Washington, DC: US Government Printing Office.
Zhang, X., L. Yuan, R. Peng, and Z. Chen. 2010. “Hydraulic relations for clinging flow of sharp-crested weir.” J. Hydraul. Eng. 136 (6): 385–390. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000186.
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Published In
Journal of Irrigation and Drainage Engineering
Volume 149 • Issue 4 • April 2023
Copyright
© 2023 American Society of Civil Engineers.
History
Received: Aug 16, 2022
Accepted: Aug 31, 2022
Published online: Jan 31, 2023
Published in print: Apr 1, 2023
Discussion open until: Jun 30, 2023
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