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Sludge Bulking Prediction Using Principle Component Regression and Artificial Neural Network

机译:基于主成分回归和人工神经网络的污泥膨胀预测

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摘要

Sludge bulking is the most common solids settling problem in wastewater treatment plants, which is caused by the excessive growth of filamentous bacteria extending outside the flocs, resulting in decreasing the wastewater treatment efficiency and deteriorating the water quality in the effluent. Previous studies using molecular techniques have been widely used from the microbiological aspects, while the mechanisms have not yet been completely understood to form the deterministic cause-effect relationship. In this study, system identification techniques based on the analysis of the inputs and outputs of the activated sludge system are applied to the data-driven modeling. Principle component regression (PCR) and artificial neural network (ANN) were identified using the data from Chongqing wastewater treatment plant (CQWWTP), including temperature, pH, biochemical oxygen demand (BOD), chemical oxygen demand (COD), suspended solids (SSs), ammonia (NH_4~+), total nitrogen (TN), total phosphorus (TP), and mixed liquor suspended solids (MLSSs). The models were subsequently used to predict the sludge volume index (SV1), the indicator of the bulking occurrence. Comparison of the results obtained by both models is also presented. The results showed that ANN has better prediction power (R~2 = 0.9) than PCR (R~2 = 0.7) and thus provides a useful guide for practical sludge bulking control.
机译:污泥膨胀是废水处理厂中最常见的固体沉降问题,这是由于丝状细菌过度生长到絮凝物外部而引起的,从而导致废水处理效率降低并降低了出水水质。从微生物学方面来看,使用分子技术的先前研究已被广泛使用,而尚未完全理解形成确定性因果关系的机理。在这项研究中,基于对活性污泥系统的输入和输出进行分析的系统识别技术被应用于数据驱动的建模。利用重庆污水处理厂(CQWWTP)的数据确定了主成分回归(PCR)和人工神经网络(ANN),包括温度,pH,生化需氧量(BOD),化学需氧量(COD),悬浮固体(SSs) ),氨(NH_4〜+),总氮(TN),总磷(TP)和混合液悬浮固体(MLSSs)。这些模型随后被用来预测污泥体积指数(SV1),这是发生膨胀的指标。还介绍了两个模型获得的结果的比较。结果表明,人工神经网络的预测能力(R〜2 = 0.9)比PCR(R〜2 = 0.7)更好,从而为实际污泥膨胀控制提供了有用的指导。

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  • 来源
    《Mathematical Problems in Engineering》 |2012年第11期|237693.1-237693.17|共17页
  • 作者

    Inchio Lou; Yuchao Zhao;

  • 作者单位

    Department of Civil and Environmental Engineering, Faculty of Science and Technology, University of Macau, Avenue Padre Tomas Pereira, Taipa 999078, Macau;

    State Key Joint Laboratory of Environmental Simulation and Pollution Control, School of Environment, Beijing Normal University, Beijing 100875, China;

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