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Author:

Zhao, Weihua (Zhao, Weihua.) | Zhang, Yong (Zhang, Yong.) (Scholars:张勇) | Lv, Pongmei (Lv, Pongmei.) | Wang, Meixiang (Wang, Meixiang.) | Peng, Yongzhen (Peng, Yongzhen.) (Scholars:彭永臻) | Li, Baikun (Li, Baikun.)

Indexed by:

Scopus SCIE

Abstract:

In order to treat domestic wastewater with high ammonia but low carbon source (low C/N ratio), a novel two sludge pre-A(2)NSBR system (anaerobic/anoxic/aerobic nitrification) was firstly developed by exchanging the sequence of aerobic nitrification and anoxic phase of the conventional A(2)NSBR process (anaerobic/ aerobic nitrification/anoxic). The system was operated for 186 days to treat real domestic wastewater with low carbon/nitrogen (C/N = 4.03). Anoxic duration was adjusted and post-aeration phase was added to enhance nitrogen and phosphorus removal. Results indicate that adding post-aeration phase is indispensable to achieve enhanced phosphorus removal, the pre-A(2)NSBR system achieved a high denitrifying phosphorus removal efficiency of 96.86% with efficient utilization of limited carbon source. Specifically, the ammonia effluent was 0.46 mg/L, which solved the bottleneck problem of high ammonia residues in conventional A(2)NSBR process. The fluorescence in situ hybridization (FISH) results showed that PAOs was enriched and GAOs was inhibited in the A(2)SBR, nitrifiers also became dominant in the N-SBR. Moreover, the profiles variation of real-time online indicator such as pH, ORP and DO were demonstrated closely related with the nutrient removal performance, and based on this, it is possible or expected to establish the real time control strategy in the future. (C) 2016 Elsevier B.V. All rights reserved.

Keyword:

Pre-anaerobic/anoxic/aerobic nitrifying SBR (pre-A(2)NSBR) Anoxic hydraulic retention time Denitrifying phosphorus accumulating organisms (DPAOs) Denitrifying phosphorus removal Real-time control

Author Community:

  • [ 1 ] [Zhao, Weihua]Beijing Univ Technol, Key Lab Beijing Water Qual Sci & Water Environm R, Engn Res Ctr Beijing, Beijing 100124, Peoples R China
  • [ 2 ] [Zhang, Yong]Beijing Univ Technol, Key Lab Beijing Water Qual Sci & Water Environm R, Engn Res Ctr Beijing, Beijing 100124, Peoples R China
  • [ 3 ] [Lv, Pongmei]Beijing Univ Technol, Key Lab Beijing Water Qual Sci & Water Environm R, Engn Res Ctr Beijing, Beijing 100124, Peoples R China
  • [ 4 ] [Wang, Meixiang]Beijing Univ Technol, Key Lab Beijing Water Qual Sci & Water Environm R, Engn Res Ctr Beijing, Beijing 100124, Peoples R China
  • [ 5 ] [Peng, Yongzhen]Beijing Univ Technol, Key Lab Beijing Water Qual Sci & Water Environm R, Engn Res Ctr Beijing, Beijing 100124, Peoples R China
  • [ 6 ] [Li, Baikun]Beijing Univ Technol, Key Lab Beijing Water Qual Sci & Water Environm R, Engn Res Ctr Beijing, Beijing 100124, Peoples R China
  • [ 7 ] [Li, Baikun]Univ Connecticut, Dept Civil & Environm Engn, Storrs, CT 06269 USA

Reprint Author's Address:

  • 彭永臻

    [Peng, Yongzhen]Beijing Univ Technol, Key Lab Beijing Water Qual Sci & Water Environm R, Engn Res Ctr Beijing, Beijing 100124, Peoples R China

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Source :

CHEMICAL ENGINEERING JOURNAL

ISSN: 1385-8947

Year: 2016

Volume: 302

Page: 296-304

1 5 . 1 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:166

CAS Journal Grade:1

Cited Count:

WoS CC Cited Count: 84

SCOPUS Cited Count: 87

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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