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Author:

Wang, J. (Wang, J..) | Xue, T.-L. (Xue, T.-L..) | Peng, Y.-Z. (Peng, Y.-Z..) (Scholars:彭永臻) | Yang, X. (Yang, X..) | Wang, S.-Y. (Wang, S.-Y..) (Scholars:王淑莹) | Zhang, J.-W. (Zhang, J.-W..) (Scholars:张建伟)

Indexed by:

Scopus PKU CSCD

Abstract:

In order to reveal the corelations of A/O ratio and sludge settleability, the effect of different volume ratio (2/6, 4/4, 6/2) on activated sludge settleability and community of filamentous fungus was investigated with domestic wastewater as influent during long-term operation. The resuls showed that good settleability of system was maintained when A/O ratio was 2/6, and the dominant filamentous bacteria was Type 0041. When A/O ratio was increased to 4/4 the system occurred bulking sludge with SVI up to 357 mL/g, and the dominant filamentous bacteria were Type 0041, Type 1701. When A/O ratio of 6/2 was adopted, the system occurred slightly bulking sludge and realised stable shortcut nitrification and denitrification. So different A/O ratio had great influence on activated sludge settleability, at the same time the intracellular and extracellular storage characteristics of activated sludge and denitrification and phosphorus removal performance of the system were also severely affected. © 2016, Chinese Society for Environmental Sciences. All right reserved.

Keyword:

A/O ratio; EPS; Filamentous bacteria; PHA; Sludge buliking; Sludge settleability; SVI

Author Community:

  • [ 1 ] [Wang, J.]Engineering Research Center of Beijing, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Xue, T.-L.]Engineering Research Center of Beijing, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Peng, Y.-Z.]Engineering Research Center of Beijing, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Yang, X.]Engineering Research Center of Beijing, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 5 ] [Wang, S.-Y.]Engineering Research Center of Beijing, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 6 ] [Zhang, J.-W.]Engineering Research Center of Beijing, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China

Reprint Author's Address:

  • 彭永臻

    [Peng, Y.-Z.]Engineering Research Center of Beijing, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of TechnologyChina

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Source :

China Environmental Science

ISSN: 1000-6923

Year: 2016

Issue: 2

Volume: 36

Page: 443-452

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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