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Hybrid Water Demand Forecasting Model Associating Artificial Neural Network with Fourier Series

机译:人工神经网络与傅立叶级数的混合需水量预测模型

摘要

This paper addressed the problem of water-demand forecasting for real-time operation of water supply systems. The present study was conducted to identify the best fit model using hourly consumption data from the water supply system of Araraquara, Sa approximate to o Paulo, Brazil. Artificial neural networks (ANNs) were used in view of their enhanced capability to match or even improve on the regression model forecasts. The ANNs used were the multilayer perceptron with the back-propagation algorithm (MLP-BP), the dynamic neural network (DAN2), and two hybrid ANNs. The hybrid models used the error produced by the Fourier series forecasting as input to the MLP-BP and DAN2, called ANN-H and DAN2-H, respectively. The tested inputs for the neural network were selected literature and correlation analysis. The results from the hybrid models were promising, DAN2 performing better than the tested MLP-BP models. DAN2-H, identified as the best model, produced a mean absolute error (MAE) of 3.3 L/s and 2.8 L/s for training and test set, respectively, for the prediction of the next hour, which represented about 12% of the average consumption. The best forecasting model for the next 24 hours was again DAN2-H, which outperformed other compared models, and produced a MAE of 3.1 L/s and 3.0 L/s for training and test set respectively, which represented about 12% of average consumption. DOI: 10.1061/(ASCE)WR.1943-5452.0000177. (C) 2012 American Society of Civil Engineers.
机译:本文解决了供水系统实时运行的用水需求预测问题。进行本研究的目的是使用来自Sa的Araraquara(近似于巴西o Paulo)的供水系统的小时消耗数据来确定最佳拟合模型。考虑到人工神经网络(ANN)增强了匹配甚至改进回归模型预测的能力,因此使用了人工神经网络。使用的人工神经网络是带有反向传播算法的多层感知器(MLP-BP),动态神经网络(DAN2)和两个混合人工神经网络。混合模型使用傅里叶级数预测产生的误差作为MLP-BP和DAN2的输入,分别称为ANN-H和DAN2-H。选择神经网络的测试输入资料和相关分析。混合模型的结果令人鼓舞,DAN2的性能优于测试的MLP-BP模型。 DAN2-H被确定为最佳模型,对于下一小时的预测,其训练和测试集的平均绝对误差(MAE)分别为3.3 L / s和2.8 L / s。平均消费。接下来24小时内的最佳预测模型再次是DAN2-H,其性能优于其他比较模型,并为训练和测试集分别产生了3.1 L / s和3.0 L / s的MAE,约占平均消耗量的12% 。 DOI:10.1061 /(ASCE)WR.1943-5452.0000177。 (C)2012美国土木工程师学会。

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