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Author:

Zhang, Bo-Kang (Zhang, Bo-Kang.) | Zhang, Yan (Zhang, Yan.) | Chen, Chang-Ming (Chen, Chang-Ming.) | Ma, Xiang-Shan (Ma, Xiang-Shan.) | Xing, Jin-Liang (Xing, Jin-Liang.) | Guo, Wei (Guo, Wei.) | Liu, Zi-Qi (Liu, Zi-Qi.)

Indexed by:

EI PKU CSCD CSSCI

Abstract:

Anaerobic fluidized bed membrane bioreactor (AFMBR) with simulated domestic wastewater was studied at room temperature. With the influent COD of 270mg/L, AFMBR system operated through acclimation and enrichment. The effluent SCOD could remain stable under 30mg/L. With the decrease of temperature in winter, the effluent SCOD was between 30and 40mg/L as the activity of anaerobic transformation, such as methanogenic bacteria, in the system might be inhibited, but the level A Emission Standard could still be meet. The total methane conversion amount was about 0.182L/g CODR, about 45% of the influent COD conversion to methane. The sludge production of the AFMBR system for 218days operation continuously was 0.071g VSS/g COD, which was much lower than the typical aerobic one. As for the net energy output of the system, if the gaseous methane production was only considered, the energy demand for mechanic power could be met when the HRT was reduced to 10h; if all the methane production was taken into account, the energy demand could be met when the HRT was reduced to 20h. When the HRT was reduced to 10h, the energy output was twice over the energy demand. Thus, the AFMBR system had great potential as an energy positive wastewater treatment system. © 2018, Editorial Board of China Environmental Science. All right reserved.

Keyword:

Wastewater treatment Fluidized beds Effluents Bioreactors Energy management Energy utilization Methane Bioconversion

Author Community:

  • [ 1 ] [Zhang, Bo-Kang]Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Zhang, Yan]Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Chen, Chang-Ming]Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Ma, Xiang-Shan]Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Xing, Jin-Liang]Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Guo, Wei]Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 7 ] [Liu, Zi-Qi]Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China

Reprint Author's Address:

  • [zhang, yan]key laboratory of water quality science and water environment recovery engineering, college of architecture and civil engineering, beijing university of technology, beijing; 100124, china

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Source :

China Environmental Science

ISSN: 1000-6923

Year: 2018

Issue: 1

Volume: 38

Page: 129-135

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 8

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