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A radial basis function neural network based multi-objective optimization for simultaneously enhanced nitrogen and phosphorus removal in a full-scale integrated surface flow treatment wetland-pond system.
Li, Yiping; Nuamah, Linda A; Pu, Yashuai; Zhang, Haikuo; Norgbey, Eyram; Nwankwegu, Amechi S; Banahene, Patrick; Bofah, Robert.
Afiliação
  • Li Y; College of Environment, Hohai University, Nanjing 210098, PR China.
  • Nuamah LA; College of Environment, Hohai University, Nanjing 210098, PR China. Electronic address: lindanuamah@hhu.edu.cn.
  • Pu Y; College of Environment, Hohai University, Nanjing 210098, PR China.
  • Zhang H; College of Environment, Hohai University, Nanjing 210098, PR China.
  • Norgbey E; College of Environment, Hohai University, Nanjing 210098, PR China.
  • Nwankwegu AS; College of Environment, Hohai University, Nanjing 210098, PR China.
  • Banahene P; College of Environment, Hohai University, Nanjing 210098, PR China.
  • Bofah R; College of Environment, Hohai University, Nanjing 210098, PR China.
Bioresour Technol ; 344(Pt B): 126336, 2022 Jan.
Article em En | MEDLINE | ID: mdl-34785331
ABSTRACT
In this study, a radial basis function neural network (RBFNN) model was developed and implemented in a multi-objective optimization procedure to determine the optimal hydraulic loading rate (HLR), hydraulic retention time (HRT), and mass loading rates (MLR) for enhanced removal of nitrogen and phosphorus by an integrated surface flow treatment wetland-pond system treating drinking source water in Yancheng, China. Prior to modelling, the system's 6-year nitrogen and phosphorus removal efficiencies were found to trend downwards as effluent concentrations trended positively. Meanwhile, operating parameter interaction effects impacted final effluent quality. Thus, total nitrogen and total phosphorus removal were simulated by an RBFNN model with satisfactory R2 of 0.99 and 0.98 respectively. Optimal average HLR, HRT and MLR for 80% simultaneous removal efficiencies were subsequently determined to be 0.10860 ± 0.03 md-1, 30.43 ± 9.96 d and 306.416 ± 89.54 mgm-2d-1 respectively. The results highlight the feasibility of the RBFNN modelling based optimization procedure for treatment wetlands.
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Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Assunto principal: Purificação da Água / Áreas Alagadas Idioma: En Revista: Bioresour Technol Assunto da revista: ENGENHARIA BIOMEDICA Ano de publicação: 2022 Tipo de documento: Article

Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Assunto principal: Purificação da Água / Áreas Alagadas Idioma: En Revista: Bioresour Technol Assunto da revista: ENGENHARIA BIOMEDICA Ano de publicação: 2022 Tipo de documento: Article