Author/Authors :
Sheikh Khozani, Z. Department of Civil Engineering - Razi University, Kermanshah, Iran , Bonakdari, H. Department of Civil Engineering - Razi University, Kermanshah, Iran , Zaji, A. H. Department of Civil Engineering - Razi University, Kermanshah, Iran
Abstract :
Apparent shear stress acting on a vertical interface between the main channel and floodplain in a
compound channel serves to quantify the momentum transfer between sub sections of this cross
section. In this study, three soft computing methods are used to simulate apparent shear stress in
prismatic compound channels. The Genetic Algorithm Artificial neural network (GAA), Genetic
Programming (GP) and Modified Structure-Multi Layer Perceptron (MS-MLP) are applied to about
100 different data to predict apparent shear stress. The modelling procedure with three models were
extended and the best of each model was selected after each step. In modeling with the GAA and GP
different input combinations, fitness functions, transfer functions and mathematical functions were
investigated for obtaining the optimum combination. The results showed B/b, H/B, nf/nc and h/b as
input combination, fitness function MSE and transfer function tan-pur is the best combination for GAA
model. The best GP model introduced with B/b, (H-h)/h, nf/nc and h/b as input variables, fitness
function MAE and ,,,,sin,cos,abs, sqrt, power as the mathematical function set. Finally, the
most appropriate GAA, GP and MS-MLP models were compared to select the best of them in
estimating apparent shear stress in compound channels. According to the results, MS-MLP improved
with RMSE of 0.3654 over GAA with RMSE of 0.5326 and the GP method with RMSE of 0.6615.
Keywords :
Apparent Shear Stress , Multi Layer Perceptron , Radial Basis Function , Genetic Programing , Genetic Algorithm Artificial Neural Network , Decision Tree