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Author:

Hao, R. (Hao, R..) | Xu, P. (Xu, P..) | Zhang, Y. (Zhang, Y..) (Scholars:张勇) | Wang, W. (Wang, W..) (Scholars:王伟) | Fan, J. (Fan, J..) | Zhou, Y. (Zhou, Y..) | Xu, H. (Xu, H..)

Indexed by:

Scopus PKU CSCD

Abstract:

In order to study the operation characteristics of 3DBER-S (three-dimensional biofilm-electrode reactor coupled with sulfur autotrophic denitrification technology) in the aspect of denitrification and simultaneous removal of PAEs (phthalate esters), the removal of TN (total nitrogen), PAEs, variation of sulfate and pH value as well as the denitrification route and the removal ability of PAEs in the coupling system was traced and analyzed according to three different HRT (hydraulic retention time) which was 12 h, 6 h and 3 h respectively. The result show that under different HRT, the removal efficiency of TN is about 95%, the average effluent concentration of TN is under 2 mg/L and the average removal rate of PAEs is above 80%. Also, the average removal rate of DBP (dibutyl phthalate) exceedes 97%, while the number of DEHP (di-2-ethylhexyl phthalate) is more than 83%. The systems optimal hydraulic retention time is 6 h, the TN mass concentration of effluent maintaines around 0.80 mg/L at this time interval, which meet the IV TN standard of Surface Water Environment Quality Standard (1.5 mg/L). The average removal loading of DBP and DEHP is 594.79 mg/(m3·d) and 188.13 mg/(m3·d) respectively. The elemental sulfur and the hydrogen produced by the cathode can remedy the relative shortage of denitrification electronic donor resulted from HRT decreasing and NO3--N load increasing in the influent, meanwhile can maintain the high efficiency and stability of the system, the strong elimination capacity of PAEs is due to the synergistic effect of filler absorption, biodegradation and electrochemical oxidation. © 2016, Editorial Department of Journal of Beijing University of Technology. All right reserved.

Keyword:

Enhanced nitrogen removal; Hydraulic retention time (HRT); Phthalate esters (PAEs); Reclaimed water

Author Community:

  • [ 1 ] [Hao, R.]Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Xu, P.]Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Xu, P.]China Energy Construction Group Anhui Electric Power Construction First Engineering Co. Ltd., Hefei, 230088, China
  • [ 4 ] [Zhang, Y.]Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 5 ] [Wang, W.]Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 6 ] [Fan, J.]Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 7 ] [Zhou, Y.]Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 8 ] [Xu, H.]Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China

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Source :

Journal of Beijing University of Technology

ISSN: 0254-0037

Year: 2016

Issue: 8

Volume: 42

Page: 1239-1244

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: 7

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