Assessment of some famous empirical equation and artificial intelligent model (MLP, ANFIS) to predicting the side weir discharge coefficient
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[1] H. Aǵaçcioǵlu,et al. Discharge Coefficient of a Triangular Side-Weir Located on a Curved Channel , 2004 .
[2] Nihat Kaya,et al. Discharging capacity of rectangular side weirs in straight open channels , 2011 .
[3] Robert P. Benedict. The Discharge Coefficient , 2009 .
[4] Majid Rahimpour,et al. A discharge coefficient for a trapezoidal broad-crested side weir in subcritical flow , 2012 .
[5] Masoud Ghodsian. Flow over Triangular Side Weir , 2004 .
[6] Özgür Kisi,et al. Predicting discharge capacity of triangular labyrinth side weir located on a straight channel by using an adaptive neuro-fuzzy technique , 2010, Adv. Eng. Softw..
[7] Nihat Kaya. Effect of upstream crest length on flow characteristics and discharge capacity of triangular labyrinth side weirs. , 2010 .
[8] S Kumar,et al. Discharge Characteristics of Sharp Crested Weir of Curved Plan-form , 2012 .
[9] S Kumar,et al. A New Approach to Analyze the Flow over Sharp Crested Curved Plan form Weirs , 2013 .
[10] Kanakatti Subramanya,et al. Spatially Varied Flow over Side-Weirs , 1972 .
[11] T. Honar,et al. ِِDischarge Coefficient in Oblique Side Weirs , 2008 .
[12] Nihat Kaya,et al. Discharge coefficient of a semi-elliptical side weir in subcritical flow , 2011 .
[13] Igor Aleksander,et al. Introduction to Neural Computing , 1990 .
[14] Özgür Kisi,et al. Use of artificial neural networks for prediction of discharge coefficient of triangular labyrinth side weir in curved channels , 2011, Adv. Eng. Softw..
[15] S. Borghei,et al. Discharge characteristics of a modified oblique side weir in subcritical flow , 2011 .
[16] Talib Mansoor,et al. A new approach to improve the discharging capacity of sharp-crested triangular plan form weirs , 2011 .
[17] W. Hager. Lateral Outflow Over Side Weirs , 1987 .