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An influent responsive control strategy with machine learning: Q-learning based optimization method for a biological phosphorus removal system.
Pang, Ji-Wei; Yang, Shan-Shan; He, Lei; Chen, Yi-Di; Cao, Guang-Li; Zhao, Lei; Wang, Xin-Yu; Ren, Nan-Qi.
Afiliación
  • Pang JW; State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150000, PR China.
  • Yang SS; State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150000, PR China. Electronic address: shanshanyang@hit.edu.cn.
  • He L; State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150000, PR China.
  • Chen YD; State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150000, PR China.
  • Cao GL; State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150000, PR China.
  • Zhao L; State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150000, PR China.
  • Wang XY; State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150000, PR China.
  • Ren NQ; State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150000, PR China.
Chemosphere ; 234: 893-901, 2019 Nov.
Article en En | MEDLINE | ID: mdl-31252361
ABSTRACT
Biological phosphorus removal (BPR) is an economical and sustainable processes for the removal of phosphorus (P) from wastewater, achieved by recirculating activated sludge through anaerobic and aerobic (An/Ae) processes. However, few studies have systematically analyzed the optimal hydraulic retention times (HRTs) in anaerobic and aerobic reactions, or whether these are the most appropriate control strategies. In this study, a novel optimization methodology using an improved Q-learning (QL) algorithm was developed, to optimize An/Ae HRTs in a BPR system. A framework for QL-based BPR control strategies was established and the improved Q function, Qt+1(st,st+1)=Qt(st,st+1)+k·[R(st,st+1)+γ·maxatQt(st,st+1)-Qt(st,st+1)] was derived. Based on the improved Q function and the state transition matrices obtained under different HRT step-lengths, the optimum combinations of HRTs in An/Ae processes in any BPR system could be obtained, in terms of the ordered pair combinations of the state-transition state>. Model verification was performed by applying six different influent chemical oxygen demand (COD) concentrations, varying from 150 to 600 mg L-1 and influent P concentrations, varying from 12 to 30 mg L-1. Superior and stable effluent qualities were observed with the optimal control strategies. This indicates that the proposed novel QL-based BPR model performed properly and the derived Q functions successfully realized real-time modelling, with stable optimal control strategies under fluctuant influent loads during wastewater treatment processes.
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Texto completo: 1 Bases de datos: MEDLINE Asunto principal: Fósforo / Aguas del Alcantarillado / Algoritmos / Aguas Residuales / Aprendizaje Automático Idioma: En Revista: Chemosphere Año: 2019 Tipo del documento: Article

Texto completo: 1 Bases de datos: MEDLINE Asunto principal: Fósforo / Aguas del Alcantarillado / Algoritmos / Aguas Residuales / Aprendizaje Automático Idioma: En Revista: Chemosphere Año: 2019 Tipo del documento: Article