bed load;
decision trees (DT);
limit of deposition;
pipe channel;
radial basis function (RBF);
sediment transport;
DESIGN;
PERFORMANCE;
DEPOSITION;
ALGORITHMS;
D O I:
10.2166/wst.2016.174
中图分类号:
X [环境科学、安全科学];
学科分类号:
08 ;
0830 ;
摘要:
In this study, an expert system with a radial basis function neural network (RBF-NN) based on decision trees (DT) is designed to predict sediment transport in sewer pipes at the limit of deposition. First, sensitivity analysis is carried out to investigate the effect of each parameter on predicting the densimetric Froude number (Fr). The results indicate that utilizing the ratio of the median particle diameter to pipe diameter (d/D), ratio of median particle diameter to hydraulic radius (d/R) and volumetric sediment concentration (CV) as the input combination leads to the best Fr prediction. Subsequently, the new hybrid DT-RBF method is presented. The results of DT-RBF are compared with RBF and RBF-particle swarm optimization (PSO), which uses PSO for RBF training. It appears that DT-RBF is more accurate (R-2 = 0.934, MARE = 0.103, RMSE = 0.527, SI = 0.13, BIAS = -0.071) than the two other RBF methods. Moreover, the proposed DT-RBF model offers explicit expressions for use by practicing engineers.
机构:
Ho Chi Minh City Univ Technol Hutech, Ctr Interdisciplinary Res Technol, Ho Chi Minh City, Vietnam
Sejong Univ, Dept Architectural Engn, 209 Neungdong Ro, Seoul 05006, South KoreaUniv Melbourne, Dept Infrastruct Engn, Parkville, Vic 3010, Australia