Discussions and Closures
Mar 10, 2015

Closure to “New Stage-Discharge Relationship for Weirs of Finite Crest Length” by M. Bijankhan, C. Di Stefano, V. Ferro, and S. Kouchakzadeh

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Publication: Journal of Irrigation and Drainage Engineering
Volume 141, Issue 9
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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.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 141Issue 9September 2015

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

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Authors

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M. Bijankhan, Aff.M.ASCE [email protected]
Academic Staff, Dept. of Water Engineering, Faculty of Technical and Engineering, Imam Khomeini International Univ., Ghazvin, Iran; formerly, Graduate Student, Irrigation and Reclamation Engineering Dept., Univ. of Tehran, P.O. Box 31587-4111, 31587-77871 Karaj, Iran. E-mail: [email protected]
C. Di Stefano [email protected]
Researcher, Dipartimento dei Sistemi Agro-Ambientali, Università degli Studi di Palermo, Viale delle Scienze, 6 90128 Palermo, Italy. E-mail: [email protected]
Professor, Dipartimento dei Sistemi Agro-Ambientali, Università degli Studi di Palermo, Viale delle Scienze, 6 90128 Palermo, Italy. E-mail: [email protected]
S. Kouchakzadeh [email protected]
Professor, Irrigation and Reclamation Engineering Dept., Univ. of Tehran, P.O. Box 31587-4111, 31587-77871 Karaj, Iran (corresponding author). E-mail: [email protected]

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