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Author:

Zhang, J. (Zhang, J..) (Scholars:张菁) | Wang, Y. (Wang, Y..) | Li, D. (Li, D..) (Scholars:李冬) | Yang, H. (Yang, H..) (Scholars:杨宏) | Zeng, H. (Zeng, H..)

Indexed by:

Scopus PKU CSCD

Abstract:

A pilot-scale biological filter was constructed to purify high concentration of iron and manganese simultaneously from low-temperature (5-6 ℃) groundwater in a water supply plant. Results show that the corresponding functional oxidizing bacteria can be acclimated sufficiently in low-temperature and the biological filter can realize quick start-up by means of adjusting process parameters(the backwash strength)appropriately and inoculating matured materials,the backwash supernatant returned to the filter,the start-up time is two months only, while the filtration rate is 6 m/h.The ideal operating parameters for stable operation of the filter column are:the filtration rates (4-7 m/h), the backwashing period (24,36, and 48 h), the backwashing intensity (8,10, and 12 L/(s•m2)), and the backwashing time is 4-5 minutes. Further analysis,the variation of iron,manganese removal along the filter show that the iron is removed mainly in the depth of 0-400 mm and the manganese is removed mainly in the depth of 0-900 mm, The manganese removal zone moves down first and then moves up. Under this contition, the thickness of the filter layer is optimized,and the optimum filter layer thickness is 1 200-1 300 mm when the filtration rates is 5-6 m/h. © 2018, Editorial Department of Journal of Beijing University of Technology. All right reserved.

Keyword:

Biological filter; Fe and Mn removal; Low-tempreture groundwater; Optimized filter layer thickness; Quick start-up

Author Community:

  • [ 1 ] [Zhang, J.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Zhang, J.]State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin, 150090, China
  • [ 3 ] [Wang, Y.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Li, D.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 5 ] [Yang, H.]State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin, 150090, China
  • [ 6 ] [Zeng, H.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China

Reprint Author's Address:

  • 李冬

    [Li, D.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of TechnologyChina

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Source :

Journal of Beijing University of Technology

ISSN: 0254-0037

Year: 2018

Issue: 9

Volume: 44

Page: 1239-1246

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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