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Prediction model of DnBP degradation based on BP neural network in AAO system
Authors:Ma Yongwen  Huang Mingzhi  Wan Jinquan  Wang Yan  Sun Xiaofei  Zhang Huiping
Institution:a College of Environmental Science and Engineering, South China University of Technology, Guangzhou 510006, China
b State Key Laboratory of Pulp and Paper Engineering, South China University of Technology, Guangzhou 510640, China
c The Key Lab of Pollution Control and Ecosystem Restoration in Industry Clusters, Ministry of Education, South China University of Technology, Guangzhou 510006, China
d School of Chemistry and Chemical Engineering, South China University of Technology, Guangzhou 510640, China
Abstract:A laboratory-scale anaerobic-anoxic-oxic (AAO) system was established to investigate the fate of DnBP. A removal kinetic model including sorption and biodegradation was formulated, and kinetic parameters were evaluated with batch experiments under anaerobic, anoxic, oxic conditions. However, it is highly complex and is difficult to confirm the kinetic parameters using conventional mathematical modeling. To correlate the experimental data with available models or some modified empirical equations, an artificial neural network model based on multilayered partial recurrent back propagation (BP) algorithm was applied for the biodegradation of DnBP from the water quality characteristic parameters. Compared to the kinetic model, the performance of the network for modeling DnBP is found to be more impressive. The results showed that the biggest relative error of BP network prediction model was 9.95%, while the kinetic model was 14.52%, which illustrates BP model predicting effluent DnBP more accurately than kinetic model forecasting.
Keywords:AAO  anaerobic-anoxic-oxic  DnBP  di-n-butyl phthalate  PAEs  phthalate esters  SS  suspended solids  COD  chemical oxygen demand  BOD  biochemical oxygen demand  TOC  total organic carbon  ORP  oxidation reduction potential  MLSS  mixed liquor suspended solids  R  correlation coefficient  Mape  mean absolute percentage error  RMSE  root mean square error  DO  dissolved oxygen  Eq  equation  WWTP  wastewater treatment plant  HRT  hydraulic retention time  SRT  sludge retention time
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