A Highly Efficient Gene Expression Programming Model for Predicting the Discharge Coefficient in a Side Weir along a Trapezoidal Canal

[1]  Mahmut Firat,et al.  Estimating discharge coefficient of semi-elliptical side weir using ANFIS , 2012 .

[2]  Cândida Ferreira.  Gene Expression Programming in Problem Solving , 2002 .

[3]  Daniel Kozelj,et al.  Study of flow at side weir in narrow flume using visualization techniques , 2013 .

[4]  Prabhata K. Swamee,et al.  Subcritical flow over rectangular side weir , 1994 .

[5]  Amir Hossein Alavi,et al.  A robust data mining approach for formulation of geotechnical engineering systems , 2011 .

[6]  Ali Uyumaz.  Side Weir in Triangular Channel , 1992 .

[7]  M. Emin Emiroglu,et al.  Determination of capacity of labyrinth side weir by CFD , 2013 .

[8]  Hossein Bonakdari,et al.  Pareto genetic design of group method of data handling type neural network for prediction discharge coefficient in rectangular side orifices , 2015 .

[9]  Hamed Azimi,et al.  The flow pattern in triangular channels along the side weir for subcritical flow regime , 2015 .

[10]  Masoud Ghodsian,et al.  DISCHARGE COEFFICIENT FOR SHARP-CRESTED SIDE WEIR IN SUBCRITICAL FLOW , 1999 .

[11]  Özgür Kisi,et al.  Application of two different neural network techniques to lateral outflow over rectangular side weirs located on a straight channel , 2010, Adv. Eng. Softw..

[12]  A. Kabiri-Samani,et al.  Discharge coefficient of rectangular sharp-crested side weirs, Part I: Traditional weir equation , 2014 .

[13]  Hossein Bonakdari,et al.  Evaluation of Sediment Transport in Sewer using Artificial Neural Network , 2013 .

[14]  Yasuyuki Shimizu,et al.  Direct Numerical Simulation of Turbulence Over Two-Dimensional Dunes Using CIP Method , 2001 .

[15]  Ali R. Vatankhah.  Analytical solution for water surface profile along a side weir in a triangular channel , 2012 .

[16]  Hamed Azimi,et al.  Discharge and flow field of the circular channel along the side weir , 2015 .

[17]  Amruthur S. Ramamurthy,et al.  Nonlinear PLS Method for Side Weir Flows , 2006 .

[18]  Nelson Bernardo.  Lateral outflow from supercritical channels , 2010 .

[19]  Amir Hossein Gandomi,et al.  Design equations for prediction of pressuremeter soil deformation moduli utilizing expression programming systems , 2012, Neural Computing and Applications.

[20]  Özgür Kisi,et al.  Comparison of genetic programming with neuro-fuzzy systems for predicting short-term water table depth fluctuations , 2011, Comput. Geosci..

[21]  Masoud Ghodsian.  Supercritical flow over a rectangular side weir , 2003 .

[22]  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..

[23]  Nihat Kaya,et al.  Discharging capacity of rectangular side weirs in straight open channels , 2011 .

[24]  Amir Hossein Zaji,et al.  Performance evaluation of two different neural network and particle swarm optimization methods for prediction of discharge capacity of modified triangular side weirs , 2014 .

[25]  Cândida Ferreira,et al.  The Entities of Gene Expression Programming , 2006 .

[26]  K. H. V. Durga Rao,et al.  Study of Flow Over Side Weirs Under Supercritical Conditions , 2008 .

[27]  Santosh K. Pathak,et al.  TRIANGULAR SIDE WEIRS , 1987 .

[28]  D. Manivannan,et al.  Discharge Coefficient of Rectangular Side Weirs , 1994 .

[29]  Hossein Bonakdari,et al.  Performance Evaluation of Adaptive Neural Fuzzy Inference System for Sediment Transport in Sewers , 2014, Water Resources Management.

[30]  Hin-Fatt Cheong.  Discharge Coefficient of Lateral Diversion from Trapezoidal Channel , 1991 .

[31]  Amir Hossein Zaji,et al.  Gene expression programming to predict the discharge coefficient in rectangular side weirs , 2015, Appl. Soft Comput..

[32]  Kanakatti Subramanya,et al.  Spatially Varied Flow over Side-Weirs , 1972 .

[33]  Olivier Blanpain,et al.  Development of a discharge equation for side weirs using artificial neural networks , 2005 .