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Grey and neural network prediction of suspended solids and chemical oxygen demand in hospital wastewater treatment plant effluent

机译:医院污水处理厂废水中悬浮物和化学需氧量的灰色和神经网络预测

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摘要

Grey model (GM) and artificial neural network (ANN) was employed to predict suspended solids (SS) and chemical oxygen demand (COD) in the effluent from sequence batch reactors of a hospital wastewater treatment plant (HWWTP). The results indicated that the minimum mean absolute percentage errors (MAPEs) of 23.14% and 51.73% for SS and COD could be achieved using genetic algorithm ANN (GAANN). The minimum prediction accuracy of 23.14% and 55.11% for SS and COD could be achieved. Contrarily, GM only required a small amount of data and the prediction accuracy was analogous to that of GAANN. In the first type of application, the MAPE values of SS for model prediction using GM (1, N) and GM (1, 2) lay between 23.14% and 26.67%. The MAPE values of COD using GM (1, N) were smaller than those of GM (1, 2). The results showed that the fitness was good for both GM (1, N) and GM (1, 2) to predict SS. However, only GM (1, N) was better for COD prediction as comparing to GM (1, 2). In the second type application, the MAPE values of SS and COD prediction using GM (1, 1) and rolling GM (1, 1) (RGM, i.e., 8 data before the point at which was considered to be predicted were used to construct model) lay between 24-28% and 37-52%, respectively. Furthermore, it was observed that influent pH has affected effluent SS and COD significantly. It suggested that if the influent pH could be adjusted appropriately, a better effluent SS and COD could be obtained.
机译:使用灰色模型(GM)和人工神经网络(ANN)来预测医院废水处理厂(HWWTP)的顺序批处理反应器中的废水中的悬浮固体(SS)和化学需氧量(COD)。结果表明,使用遗传算法ANN(GAANN)可以实现SS和COD的最小平均绝对百分比误差(MAPE)分别为23.14%和51.73%。 SS和COD的最小预测准确度可以达到23.14%和55.11%。相反,GM仅需要少量数据,并且预测精度与GAANN相似。在第一种类型的应用程序中,使用GM(1,N)和GM(1、2)进行模型预测的SS的MAPE值介于23.14%和26.67%之间。使用GM(1,N)的COD的MAPE值小于GM(1、2)的MAPE值。结果表明,适用于GM(1,N)和GM(1、2)预测SS的适应性都很好。但是,与GM(1、2)相比,只有GM(1,N)对COD预测更好。在第二类应用程序中,使用了使用GM(1,1)和滚动GM(1,1)(RGM,即认为被预测的点之前的8个数据)来预测SS和COD的MAPE值模型)分别介于24-28%和37-52%之间。此外,已观察到进水的pH值显着影响了废水的SS和COD。这表明,如果可以适当调节进水pH值,则可以获得更好的污水SS和COD。

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