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Tertiary treatment of municipal wastewater in an IBFR dominated by PD/A with unique niche.
Wang, Yue-Ning; Dong, Shi-Rong; OuYang, Hui-Long; Yang, Ting; Wang, Yi.
Afiliação
  • Wang YN; School of Environmental and Municipal Engineering, Xi'an University of Architecture and Technology, No.13 Yanta Road, Xi'an 710055, China; Key Laboratory of Northwest Water Resource, Environment and Ecology, MOE. Xi'an University of Architecture and Technology, No.13 Yanta Road, Xi'an 710055, China.
  • Dong SR; School of Environmental and Municipal Engineering, Xi'an University of Architecture and Technology, No.13 Yanta Road, Xi'an 710055, China; Key Laboratory of Northwest Water Resource, Environment and Ecology, MOE. Xi'an University of Architecture and Technology, No.13 Yanta Road, Xi'an 710055, China.
  • OuYang HL; School of Environmental and Municipal Engineering, Xi'an University of Architecture and Technology, No.13 Yanta Road, Xi'an 710055, China; Key Laboratory of Northwest Water Resource, Environment and Ecology, MOE. Xi'an University of Architecture and Technology, No.13 Yanta Road, Xi'an 710055, China.
  • Yang T; School of Environmental and Municipal Engineering, Xi'an University of Architecture and Technology, No.13 Yanta Road, Xi'an 710055, China; Key Laboratory of Northwest Water Resource, Environment and Ecology, MOE. Xi'an University of Architecture and Technology, No.13 Yanta Road, Xi'an 710055, China.
  • Wang Y; School of Environmental and Municipal Engineering, Xi'an University of Architecture and Technology, No.13 Yanta Road, Xi'an 710055, China; Key Laboratory of Northwest Water Resource, Environment and Ecology, MOE. Xi'an University of Architecture and Technology, No.13 Yanta Road, Xi'an 710055, China.
Chemosphere ; 353: 141563, 2024 Apr.
Article em En | MEDLINE | ID: mdl-38430942
ABSTRACT
To explore the feasibility of biofilter reactor to treat municipal secondary effluent deeply without extra carbon source, this paper proposed an integrated biofilter reactor (IBFR) coupling partial denitrification (PD) with anammox (A) to treat the secondary effluent and raw sewage with the flow ratio of 31 together. The results show that the effluent concentration of TN and COD in IBFR could be reduced to 10 mg/L and 15 mg/L, respectively, under hydraulic retention time of 1.5 h and nitrogen loading rate of 0.55 kg/(m3·d). The highest specific anammox activity (19.2 mg N/(g TVS·d)) and the maximum extracellular polymeric substance (EPS) content (107.21 mg/g TVS) occurred at the 25-50 cm section of IBFR, where Thauera, Candidatus Anammoximicrobium and Candidatus Brocadia were the dominant denitrifiers and anammox bacteria. Furthermore, the cyclic self-stratification occurred along the reactor height, where the utilization, decomposition, transformation and cross-feeding of EPS enhanced the performance stability of nitrogen and carbon removal, strengthened the niche structure and promoted the synergistic symbiosis. In conclusion, IBFR coupling PD and A demonstrated the possibility to treat secondary effluent without additional carbon sources, which is expected as an alternative approach for tertiary treatment of municipal wastewater.
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Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Assunto principal: Desnitrificação / Águas Residuárias Idioma: En Ano de publicação: 2024 Tipo de documento: Article

Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Assunto principal: Desnitrificação / Águas Residuárias Idioma: En Ano de publicação: 2024 Tipo de documento: Article