An integrated dynamic model for simulating a full-scale municipal wastewater treatment plant under fluctuating conditions

被引:32
作者
Fang, Fang [1 ,2 ]
Ni, Bing-Jie [1 ]
Xie, Wen-Ming [1 ]
Sheng, Guo-Ping [1 ]
Liu, Shao-Gen [1 ]
Tong, Zhong-Hua [1 ]
Yu, Han-Qing [1 ]
机构
[1] Univ Sci & Technol China, Dept Chem, Hefei 230026, Peoples R China
[2] Hohai Univ, Coll Environm Sci & Engn, Nanjing 210098, Peoples R China
关键词
Activated sludge model (ASM); Genetic algorithm (GA); Integrated model; Mechanistic model; Neural network (NN); Wastewater treatment plant (WWTP); ARTIFICIAL NEURAL-NETWORKS; OPTIMIZATION; PREDICTION; REACTOR; PARAMETERS; REMOVAL; DESIGN;
D O I
10.1016/j.cej.2010.03.063
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In this study, an integrated dynamic model was developed through combining a mechanistic model, a neural network (NN) model and a genetic algorithm approach, in order to simulate the performance of a full-scale municipal wastewater treatment plant (WWTP) with substantial influent fluctuations. As the base of the integrated model, the mechanistic model was initially established based on the activated sludge model 3 and the EAWAG bio-P module, and was used to generate the residuals for the NN model. The NN model was employed to build the relationship between the input and output variables. The network weights of the NN model were optimized with a genetic algorithm approach. The resulting integrated model was applied to simulate the 5-month performance of a full-scale WWTP with significant influent fluctuations, and the simulation results matched the measured ones of the WWTP well even under influent disturbance conditions. Compared with the individual mechanistic model and NN model, the integrated model was able to capture sufficient residual information to compensate for the inaccuracy of the mechanistic model and improve the extrapolative capability of the NN model. This model established in our work is demonstrated to be an effective and useful tool to simulate the performance of WWTPs. (C) 2010 Elsevier BM. All rights reserved.
引用
收藏
页码:522 / 529
页数:8
相关论文
共 30 条
[1]   An artificial neural network model and design equations for BOD and COD removal prediction in horizontal subsurface flow constructed wetlands [J].
Akratos, Christos S. ;
Papaspyros, John N. E. ;
Tsihrintzis, Vassilios A. .
CHEMICAL ENGINEERING JOURNAL, 2008, 143 (1-3) :96-110
[2]  
[Anonymous], 1995, Standard methods for examination of water and waste water, V19th
[3]   Estimating the kinetic parameters of activated sludge storage using weighted non-linear least-squares and accelerating genetic algorithm [J].
Fang, Fang ;
Ni, Bing-Jie ;
Yu, Han-Qing .
WATER RESEARCH, 2009, 43 (10) :2595-2604
[4]  
FILHO ACP, 2010, CHEM ENG J, V157, P501
[5]   Activated sludge wastewater treatment plant modelling and simulation: state of the art [J].
Gernaey, KV ;
van Loosdrecht, MCM ;
Henze, M ;
Lind, M ;
Jorgensen, SB .
ENVIRONMENTAL MODELLING & SOFTWARE, 2004, 19 (09) :763-783
[6]  
Grady Jr CPL, 2011, Biological Wastewater Treatment, VThird
[7]   Metabolic footprinting: A new approach to identify physiological changes in complex microbial communities upon exposure to toxic chemicals [J].
Henriques, Ines D. S. ;
Aga, Diana S. ;
Mendes, Pedro ;
O'Connor, Seamus K. ;
Love, Nancy G. .
ENVIRONMENTAL SCIENCE & TECHNOLOGY, 2007, 41 (11) :3945-3951
[8]  
HENZE M, 2009, 9 IWA
[9]  
Holland J.H., 1992, Adaptation in Natural and Artificial Systems: An Introductory Analysis with Applications to Biology, Control and Artificial Intelligence
[10]   Analysis of a municipal wastewater treatment plant using a neural network-based pattern analysis [J].
Hong, YST ;
Rosen, MR ;
Bhamidimarri, R .
WATER RESEARCH, 2003, 37 (07) :1608-1618