Closure to “Prediction of Discharge Capacity over Two-Cycle Labyrinth Side Weir Using ANFIS” by M. Cihan Aydin and Korhan Kayisli
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Irrigation and Drainage Engineering
Volume 143, Issue 7
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References
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Aydin, M. C. (2016). “New approach for estimation of rectangular side weirs discharge in subcritical flow.” J. Irrig. Drain. Eng., 04016012.
Aydin, M. C., and Emiroglu, M. E. (2013). “Determination of capacity of labyrinth side weir by CFD.” Flow Meas. Instrum., 29, 1–8.
Aydin, M. C., and Emiroglu, M. E. (2016). “Numerical analysis of subcritical flow over two-cycle trapezoidal labyrinth side weir.” Flow Meas. Instrum., 48, 20–28.
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Emiroglu, M. E., Aydin, M. C., and Kaya, N. (2014). “Discharge characteristics of a trapezoidal labyrinth side weir with one and two cycles in subcritical flow.” J. Irrig. Drain. Eng., 04014007.
Emiroglu, M. E., and Kaya, N. (2011). “Discharge coefficient for trapezoidal labyrinth side weir in subcritical flow.” Water Resour. Manage., 25(3), 1037–1058.
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Published In
Journal of Irrigation and Drainage Engineering
Volume 143 • Issue 7 • July 2017
Copyright
©2017 American Society of Civil Engineers.
History
Received: Aug 5, 2016
Accepted: Aug 29, 2016
Published online: Feb 10, 2017
Published in print: Jul 1, 2017
Discussion open until: Jul 10, 2017
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