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 Project of Education in Jiangxi Province (Grant No. GJJ211936), 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
Baiamonte, G., and V. Ferro. 2007. “Simple flume for flow measurement in sloping open channel.” J. Irrig. Drain. Eng. 133 (1): 71–78. https://doi.org/10.1061/(ASCE)0733-9437(2007)133:1(71).
Carollo, F. G., and V. Pampalone. 2021. “Testing the stage-discharge relationship in sloping SMBF flumes.” J. Irrig. Drain. Eng. 147 (5): 04021010. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001558.
Hirt, C., and B. Nichols. 1981. “Volume of fluid (VOF) method for the dynamics of free boundaries.” J. Comput. Phys. 39 (1): 201–225. https://doi.org/10.1016/0021-9991(81)90145-5.
Jaefarzadehm, M. R., A. Shamkhalchian, and M. Jomehzadeh. 2012. “Supercritical flow profile improvement by means of a convex corner at a bend inlet.” J. Hydraul. Res. 50 (6): 623–630. https://doi.org/10.1080/00221686.2012.719200.
Rajaratnam, N., and D. Muralidhar. 1971. “Pressure and velocity distribution for sharp-crested weirs.” J. Hydraul. Res. 9 (2): 241–248. https://doi.org/10.1080/00221687109500348.
Rao, N. S. L., and K. Sridharanr. 1971. “Effect of channel shape on gradually varied flow profiles.” J. Hydraul. Eng. 97 (1): 55–64. https://doi.org/10.1061/JYCEAJ.0002864.
Shih, T. H., W. W. Liou, A. Shabbir, Z. Yang, and J. Zhu. 1995. “A new k-e eddy viscosity model for high reynolds number turbulent flows.” Comput. Fluids 24 (3): 227–238. https://doi.org/10.1016/0045-7930(94)00032-T.
Tokyay, T. E., and S. G. Constantinescu. 2006. “Validation of a large-eddy simulation model to simulate flow in pump intakes of realistic geometry.” J. Hydraul. Eng. 132 (12): 1303–1315. https://doi.org/10.1061/(ASCE)0733-9429(2006)132:12(1303).
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Journal of Irrigation and Drainage Engineering
Volume 149 • Issue 4 • April 2023
Copyright
© 2023 American Society of Civil Engineers.
History
Received: Jun 16, 2022
Accepted: Jul 22, 2022
Published online: Jan 31, 2023
Published in print: Apr 1, 2023
Discussion open until: Jun 30, 2023
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