Prediction of side weir discharge coefficient by support vector machine technique

被引:112
作者
Azamathulla, Hazi Mohammad [1 ]
Haghiabi, Amir Hamzeh [2 ]
Parsaie, Abbas [2 ]
机构
[1] Univ Tabuk, Fac Engn, Dept Civil Engn, Tabuk 50060, Saudi Arabia
[2] Lorestan Univ, Water Engn Dept, Khorramabad, Iran
来源
WATER SCIENCE AND TECHNOLOGY-WATER SUPPLY | 2016年 / 16卷 / 04期
关键词
discharge coefficient; hydraulic structure; neural network; support vector machine; weirs; LONGITUDINAL DISPERSION; FLOW DISCHARGE; NEURAL-NETWORK;
D O I
10.2166/ws.2016.014
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Side weirs have many possible applications in the field of hydraulic engineering. They are also considered an important structure in hydro systems. In this study, the support vector machine (SVM) technique was employed to predict the side weir discharge coefficient. The performance of SVM was compared with other types of soft computing techniques such as artificial neural networks (ANN) and adaptive neuro fuzzy inference systems (ANFIS). While ANN and ANFIS models provided a good prediction performance, the SVM model with a radial basis function kernel function outperforms them. The best SVM model was developed with a gamma coefficient and epsilon of 15 and 0.3, respectively. The SVM yielded a coefficient of determination (R-2) equal to 0.96 and 0.93 for the training and testing data. Sensitivity analyses of the ANN, ANFIS and SVM models showed that the Froude number and ratio of weir length to the flow depth upstream of the weir are the most effective parameters for the prediction of the discharge coefficient.
引用
收藏
页码:1002 / 1016
页数:15
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