Discussion of “Discharge Capacity of Labyrinth Side Weir Located on a Straight Channel” by M. Emin Emiroglu, Nihat Kaya, and Hayrullah Agaccioglu
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VIEW THE ORIGINAL ARTICLEAuthors: A. Parvaneh [email protected], S. M. Borghei [email protected], and M. R. Jalili Ghazizadeh [email protected]Author Affiliations
Publication: Journal of Irrigation and Drainage Engineering
Volume 137, Issue 11
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References
Hager, W. H. (1987). “Lateral out flow over side weirs.” J. Hydraul. Eng., 113(4), 491–503.
Hay, N., and Taylor, G. (1970). “Performance and design of labyrinth weirs.” J. Hydraul. Div., 96(11), 2337–2357.
Parvaneh, A. (2008). “Improving efficiency of labyrinth side weirs using asymmetric geometry.” M.S. thesis, Sharif Univ. of Technology, Tehran, Iran (in Farsi).
Ura, M., Kita, Y., Akiyama, J., Moriyama, H., and Kumar Jha, A. (2001). “Discharge coefficient of oblique side weirs.” J. Hydroscience and Hydraulic Eng., JSCE, 19(1), 85–96.
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Published In
Journal of Irrigation and Drainage Engineering
Volume 137 • Issue 11 • November 2011
Pages: 743 - 745
Copyright
© 2011 American Society of Civil Engineers.
History
Received: Jun 6, 2010
Accepted: Jul 6, 2010
Published online: Oct 14, 2011
Published in print: Nov 1, 2011
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Former Graduate Student, Dept. of Civil Engineering, Sharif Univ. of Technology, P.O. Box 11365/9313, Tehran, Iran. E-mail: [email protected]
Professor, Dept. of Civil Engineering, Sharif Univ. of Technology, P.O. Box 11365/9313, Tehran, Iran (corresponding author). E-mail: [email protected]
Assistant Professor, Dept. of Water Engineering, Power and Water Univ. of Technology, Tehran, Iran. E-mail: [email protected]
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