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Apr 28, 2023

Discussion of “Application of AI Approaches to Estimate Discharge Coefficient of Novel Kind of Sharp-Crested V-Notch Weirs”

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Publication: Journal of Irrigation and Drainage Engineering
Volume 149, Issue 7
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References

Aydin, I., A. B. Altan-Sakarya, and C. Sisman. 2011. “Discharge formula for rectangular sharp crested weirs.” Flow Meas. Instrum. 22 (2): 144–151. https://doi.org/10.1016/j.flowmeasinst.2011.01.003.
Baddour, R. E. 2020. “Skimming properties of sharp-crested weirs.” J. Irrig. Drain. Eng. 146 (9): 04020030. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001500.
Bagheri, S., and M. Heidarpour. 2010. “Application of free vortex theory to estimate discharge coefficient for sharp-crested weirs.” Biosyst. Eng. 105 (3): 423–427. https://doi.org/10.1016/j.biosystemseng.2010.01.001.
Bos, M. G. 1989. Discharge measurement structures. Wageningen, Netherlands: International Institute for Land Reclamation and Improvement.
Brenntag Ireland. 2022. “Water treatment chemicals and additives.” Accessed March 16, 2022. https://www.brenntag.com/en-ie/industries/water-treatment/.
Fuchs, J. 2022. “Maximizing overflow weirs for skimming applications.” Accessed March 16, 2022. https://techblog.ctgclean.com/2014/10/making-overflow-weirs-work/.
Kandaswamy, P. K., and H. Rouse. 1957. “Characteristics of flow over terminal weirs and sills.” J. Hydraul. Div. 83 (4): 1345. https://doi.org/10.1061/JYCEAJ.0000101.
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.
Ramamurthy, A. S., U. S. Tim, and M. V. J. Rao. 1987. “Flow over sharp crested plate weirs.” J. Irrig. Drain. Eng. 113 (2): 163–172. https://doi.org/10.1061/(ASCE)0733-9437(1987)113:2(163).
Rehbock, T. 1929. “Discussion of ‘Precise weir measurements’.” ASCE Transactions 93 (1): 1143–1162. https://doi.org/10.1061/TACEAT.0004045.
Saadatnejadgharahassanlou, H., A. Gharehbaghi, S. Mehdizadeh, B. Kaya, and J. Behmanesh. 2017. “Experimental investigation of discharge coefficient over novel kind of sharp-crested V-notch weir.” Flow Meas. Instrum. 54 (7): 236–242. https://doi.org/10.1016/j.flowmeasinst.2017.02.008.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 149Issue 7July 2023

History

Received: May 27, 2022
Accepted: Jul 7, 2022
Published online: Apr 28, 2023
Published in print: Jul 1, 2023
Discussion open until: Sep 28, 2023

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Hydraulic Engineer, US Dept. of the Interior, Bureau of Reclamation Hydraulics Laboratory, P.O. Box 25007, Denver, CO 80225-0007. ORCID: https://orcid.org/0000-0002-2081-2263. Email: [email protected]

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