Closure to “Some Insights on Flow over Sharp-Crested Weirs Using Computational Fluid Dynamics: Implications for Enhanced Flow Measurement”
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VIEW THE ORIGINAL ARTICLEAuthors: Joseph M. Sinclair [email protected], S. Karan Venayagamoorthy, Ph.D., A.M.ASCE https://orcid.org/0000-0001-7895-4144 [email protected], and Timothy K. Gates, Ph.D., M.ASCE https://orcid.org/0000-0003-4702-4395 [email protected]Author Affiliations
Publication: Journal of Irrigation and Drainage Engineering
Volume 149, Issue 4
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References
Arvanaghi, H., and N. O. Navid. 2013. “Sharp-crested weir discharge coefficient.” J. Civ. Eng. Urban 3 (3): 87–91.
King, H. W., F. A. Nagler, A. Streiff, R. L. Parshall, W. S. Pardoe, R. E. Ballester, G. S. Williams, T. Rehbock, E. G. W. Lindquist, and C. Herschel. 1929. “Discussion of precise weir measurements by Ernest W. Schoder and Kenneth B. Turner.” Trans. ASCE 93 (1): 1111–1178. https://doi.org/10.1061/TACEAT.0004045.
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.
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© 2023 American Society of Civil Engineers.
History
Received: Nov 5, 2022
Accepted: Nov 10, 2022
Published online: Jan 31, 2023
Published in print: Apr 1, 2023
Discussion open until: Jun 30, 2023
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Graduate Research Assistant, Environmental Fluid Mechanics Laboratory, Dept. of Civil and Environmental Engineering, Colorado State Univ., 1372 Campus Delivery, Fort Collins, CO 80523-1372. Email: [email protected]
Professor, Environmental Fluid Mechanics Laboratory, Dept. of Civil and Environmental Engineering, Colorado State Univ., 1372 Campus Delivery, Fort Collins, CO 80523-1372 (corresponding author). ORCID: https://orcid.org/0000-0001-7895-4144. Email: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Colorado State Univ., 1372 Campus Delivery, Fort Collins, CO 80523-1372. ORCID: https://orcid.org/0000-0003-4702-4395. Email: [email protected]
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