Discussion of “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
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.
Borghei, S. M., Nekooie, M. A., Sadeghian, H., and Ghazizadeh, M. R. J. (2013). “Triangular labyrinth side weirs with one, and two cycles.” Proc. Inst. Civ. Eng., Water Manage., 166(1), 27–42.
Borghei, S. M., and Parvaneh, A. (2011). “Discharge characteristics of a modified oblique side weir in subcritical flow.” Flow Meas. Instrum., 22(5), 370–376.
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., 1–13.
Emiroglu, M. E., and Kaya, N. (2011). “Discharge coefficient for trapezoidal labyrinth side weir in subcritical flow.” Water Resour. Manage., 25(3), 1037–1058.
Hager, W. H. (1987). “Lateral out flow over side weirs.” J. Hydraul. Div., 491–504.
Parvaneh, A., Borghei, S. M., and Jalili Ghazizadeh, M. R. (2011). “Discussion of discharge capacity of labyrinth side weir located on a straight channel.” J. Irrig. Drain. Eng., 743–745.
Parvaneh, A., Borghei, S. M., and Jalili Ghazizadeh, M. R. (2012). “Hydraulic performance of asymmetric labyrinth side weirs located on a straight channel.” J. Irrig. Drain. Eng., 766–772.
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©2017 American Society of Civil Engineers.
History
Received: Feb 23, 2016
Accepted: Mar 9, 2016
Published online: Feb 10, 2017
Published in print: Jul 1, 2017
Discussion open until: Jul 10, 2017
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