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首页> 外文期刊>MOJ Civil Engineering >Prediction of side weir discharge coefficient by radial basis function neural network
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Prediction of side weir discharge coefficient by radial basis function neural network

机译:基于径向基函数神经网络的侧堰溢流系数预测

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Weirs are the common structure uses in the most of water engineering projects such as Hydropower systems, irrigation and drainage networks and sewage networks. Side weir has many possible uses in the hydraulic engineering field and also has been investigated as an important structure in hydro systems. In this paper, predicting the side weir discharge coefficient was considered by using the empirical formulas, multi–layer perceptron (MLP) and radial basis function (RBF) neural as a delegate of artificial neural network models. The results indicate that the Emiroglu formula by the correlation coefficient (0.65) and root mean square error (0.03) is accurate among the empirical formulas. Evaluating the performance of the MLP model by the correlation coefficient (0.89) and root mean square error (0.067) and RBF model by the correlation coefficient (0.71) and root mean square error (0.08) show are more accurate in compare to the empirical formulas. When the MLP model was more accurate than RBF models.
机译:堰是大多数水利工程项目(例如水电系统,灌溉排水网络和污水处理网络)中常用的结构。侧围堰在水利工程领域有许多可能的用途,并且已被研究为水力系统中的重要结构。在本文中,通过使用经验公式,多层感知器(MLP)和径向基函数(RBF)神经作为人工神经网络模型的代表来考虑预测侧堰溢流系数。结果表明,在经验公式中,通过相关系数(0.65)和均方根误差(0.03)的Emiroglu公式是准确的。通过相关系数(0.89)和均方根误差(0.067)评估MLP模型的性能,以及通过相关系数(0.71)和均方根误差(0.08)评估RBF模型的性能与经验公式相比更加准确。当MLP模型比RBF模型更准确时。

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