Closure to “Assessing Stage-Discharge Relationships for Circular Overflow Structure” by M. Bijankhan and V. Ferro
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References
Aydin, I., A. Altan-Sakarya, and A. Ger. 2006. “Performance of slit weir.” J. Hydraul. Eng. 132 (9): 987–989. https://doi.org/10.1061/(ASCE)0733-9429(2006)132:9(987).
Aydin, I., A. Burcu Altan-Sakarya, and C. Sisman. 2011. “Discharge formula for rectangular sharp-crested weirs.” J. Flow Measure. Instrum. 22 (2): 144–151. https://doi.org/10.1016/j.flowmeasinst.2011.01.003.
Aydin, I., A. 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).
Barenblatt, G. I. 1979. Similarity, self-similarity and intermediate asymptotics. New York: Consultants Bureau.
Barenblatt, G. I. 1987. Dimensional analysis. Amsterdam, Netherlands: Gordon & Breach Science.
Bijankhan, M., C. Di Stefano, V. Ferro, and S. Kouchakzadeh. 2014. “New stage-discharge relationship for weirs of finite crest length.” J. Irrig. Drain. Eng. 140 (3): 06013006. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000670.
Bos, M. G. 1989. Discharge measurement structures. Wageningen, Netherlands: International Institute for Land Reclamation and Improvement.
Di Stefano, C., V. Ferro, and M. Bijankhan. 2014. “Discussion of ‘Discharge characteristics of weirs of finite crest length with upstream and downstream ramps’ by Amir Hossein Azimi, Nallamuthu Rajaratnam, and David Z. Zhu.” J. Irrig. Drain. Eng. 140 (1): 07013002. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000606.
Di Stefano, C., V. Ferro, and M. Bijankhan. 2016. “New theoretical solution of the outflow process for a weir with complex shape.” J. Irrig. Drain. Eng. 142 (10): 04016036. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001045.
Ferro, V. 2012. “New theoretical solution of the stage-discharge relationship for sharp-crested and broad weirs.” J. Irrig. Drain. Eng. 138 (3): 257–265. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000397.
Ferro, V. 2013. “Closure to ‘New theoretical solution of the stage-discharge relationship for sharp-crested and broad weirs’ by V. Ferro.” J. Irrig. Drain. Eng. 139 (6): 518–520. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000586.
Greve, F. V. 1932. “Flow of water through circular, parabolic, and triangular vertical notch weirds.” Eng. Bull. Purdue Univ. 40 (2): 37–60.
Herschy, H. 1999. Hydrometry: Principles and practices, 55–60. New York: Wiley.
Stevens, J. C. 1957. “Flow through circular weir.” J. Hydraul. Div. 83 (6): 1–24.
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Journal of Irrigation and Drainage Engineering
Volume 144 • Issue 11 • November 2018
Copyright
©2018 American Society of Civil Engineers.
History
Received: Apr 19, 2018
Accepted: Jun 8, 2018
Published online: Aug 29, 2018
Published in print: Nov 1, 2018
Discussion open until: Jan 29, 2019
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