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Three-dimension oxygen gradient induced low energy input for grey water treatment in an oxygen-based membrane biofilm reactor.
Zhou, Yun; Li, Ran; Guo, Bing; Zhang, Lei; Zhang, Huixin; Xia, Siqing; Liu, Yang.
Afiliação
  • Zhou Y; University of Alberta, Department of Civil and Environmental Engineering, Edmonton, Alberta, T6G 1H9, Canada.
  • Li R; College of Petroleum Engineering, Xi'an Shiyou University, Xi'an, 710065, Shaanxi Province, China.
  • Guo B; University of Alberta, Department of Civil and Environmental Engineering, Edmonton, Alberta, T6G 1H9, Canada.
  • Zhang L; University of Alberta, Department of Civil and Environmental Engineering, Edmonton, Alberta, T6G 1H9, Canada.
  • Zhang H; University of Alberta, Department of Civil and Environmental Engineering, Edmonton, Alberta, T6G 1H9, Canada.
  • Xia S; State Key Laboratory of Pollution Control and Resource Reuse, College of Environmental Science and Engineering, Tongji University, Shanghai, 200092, China.
  • Liu Y; University of Alberta, Department of Civil and Environmental Engineering, Edmonton, Alberta, T6G 1H9, Canada. Electronic address: yang.liu@ualberta.ca.
Environ Res ; 191: 110124, 2020 12.
Article em En | MEDLINE | ID: mdl-32835683
Grey water (GW) containing high levels of linear alkylbenzene sulfonates (LAS) can be a threat to human health and organisms in the environment if not treated properly. Although aerobic treatment could achieve high organics removal efficiency, conventional aeration can lead to serious foaming and energy waste. Here, we systematically evaluated an oxygen based membrane biofilm reactor (O2-MBfR) for its capacity to simultaneously remove organics and nitrogen from GW. The dissolved oxygen (DO) concentration inside the reactor was maintained at 0.4 mg/L by gradually controlling the lumen air pressure. Results showed that the O2-MBfR achieved high removal efficiency of total chemical oxygen demand (TCOD), total linear alkylbenzene sulfonates (LAS) and total nitrogen (TN) of 89.7%, 99.1% and 78.1%, respectively, with a hydraulic retention time (HRT) of 7.5 h. Lower HRT (7.0 h) led to the accumulation of LAS in the biofilm, which caused cell lysis and damaged the O2-MBfR system, leading to a discernible and continuous decline of the reactor performance. The O2-MBfR design completely eliminated foaming formation and the three-dimension oxygen gradient design led to low air pressure inside the membrane fiber, which enabled the high removal efficiency for both organics and nitrogen with low energy input and GW treatment cost, providing the fundamental knowledge for practical application of O2-MBfR in wastewater treatment.
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Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Assunto principal: Oxigênio / Purificação da Água Limite: Humans Idioma: En Revista: Environ Res Ano de publicação: 2020 Tipo de documento: Article País de afiliação: Canadá

Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Assunto principal: Oxigênio / Purificação da Água Limite: Humans Idioma: En Revista: Environ Res Ano de publicação: 2020 Tipo de documento: Article País de afiliação: Canadá