Closure to “New Stage-Discharge Relationship for Weirs of Finite Crest Length” by M. Bijankhan, C. Di Stefano, V. Ferro, and S. Kouchakzadeh
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Irrigation and Drainage Engineering
Volume 141, Issue 9
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The first and fourth authors gratefully acknowledge the research facility provided by the Center of Excellence for Evaluation and Rehabilitation of Irrigation and Drainage networks, University of Tehran.
References
Arvanaghi, H., and Nasehi Oskuei, N. (2013). “Sharp-crested weir discharge coefficient.” J. Civ. Eng. Urban., 3(3), 87–91.
Aydin, I., Burcu Altan-Sakarya, A., and Sisman, C. (2011). “Discharge formula for rectangular sharp-crested weirs.” Flow Meas. Instrum., 22(2), 144–151.
Azimi, A. H., and Rajaratnam, N. (2009). “Discharge characteristics of weirs of finite crest length.” J. Hydraul. Eng., 1081–1085.
Bagheri, S., and Heidarpour, M. (2010). “Flow over rectangular sharp-crested weirs.” J. Irrig. Sci., 28(2), 173–179.
Bazin, H. (1896). “Experiences nouvelles sur I’ecoulement par deversoir.” Annales des Ponts et Chaussees, 12(2), 645–731 (in French).
Bos, M. G. (1989). Discharge measurement structures, 3rd Ed., International Institute for Land Reclamation and Improvement/ILRI, Wageningen, Netherlands.
Hager, W. H., and Schwalt, M. (1994). “Broad-crested weir.” J. Irrig. Drain. Eng., 13–26.
Horton, R. E. (1907). “Weir experiments, coefficients, and formulas.” Water-supply and irrigation paper No. 200, Dept. of the Interior, USGS, Government Printing Office, Washington, DC.
Kumar, S., Ahmad, Z., Mansoor, T., and Himanshu, S. K. (2013). “A new approach to analyze the flow over sharp crested curved plan form weirs.” Int. J. Recent Tech. Eng., 2(1), 24–28.
Ramamurthy, A. S., Tim, U. S., and Rao, M. V. J. (1987). “Flow over sharp-crested plate weirs.” J. Irrig. Drain. Eng., 163–172.
Ramamurthy, A. S., Tim, U. S., and Rao, M. V. J. (1988). “Characteristics of square 62 edged and round-nosed broad-crested weirs.” J. Irrig. Drain. Eng., 61–73.
Sisman, H. C. (2009). “Experimental investigation on sharp-crested rectangular weirs.” M.Sc. thesis, Middle East Univ., Ankara, Turkey.
Tison, L. J. (1950). “Le déversoir epais [broad-crested weir].” Houille Blanche, No. 4, 426–439.
U. S. Deep Waterways Board Report. (1899). “Experiments on flow of water over model dams.” Cornell Univ. Hydraulic Laboratory, Ithaca, NY.
Information & Authors
Information
Published In
Copyright
© 2015 American Society of Civil Engineers.
History
Received: Oct 17, 2014
Accepted: Oct 30, 2014
Published online: Mar 10, 2015
Discussion open until: Aug 10, 2015
Published in print: Sep 1, 2015
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.