Closure to “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: M. Emin Emiroglu [email protected], Nihat Kaya [email protected], and Hayrullah Agaccioglu [email protected]Author Affiliations
Publication: Journal of Irrigation and Drainage Engineering
Volume 137, Issue 11
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References
Emiroglu, M. E, Kaya, N., and Ozturk, M. (2007). “Investigation of labyrinth side weir flow and scouring at the lateral intake region in a curved channel.” Scientific and Technological Research Council of Turkey (TUBITAK), Project No: 104M394, Engineering Science Research Grant Group, 253 (in Turkish).
Falvey, H. T. (2003). Hydraulic design of labyrinth weirs, ASCE, Reston, VA, 161.
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Published In
Journal of Irrigation and Drainage Engineering
Volume 137 • Issue 11 • November 2011
Pages: 745 - 746
Copyright
© 2011 American Society of Civil Engineers.
History
Received: Jan 4, 2011
Accepted: Jan 26, 2011
Published online: Oct 14, 2011
Published in print: Nov 1, 2011
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Associate Professor, Dept. of Civil Engineering, Firat Univ., 23279, Elazig, Turkey (corresponding author). E-mail: [email protected]
Assistant Professor, Dept. of Civil Engineering, Firat Univ., 23279, Elazig, Turkey. E-mail: [email protected]
Professor, Dept. of Hydraulic Engineering, Yildiz Technical Univ., 34349, Istanbul, Turkey. E-mail: [email protected]
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