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Author:

Yang, Xiong (Yang, Xiong.) | Huo, Mingxin (Huo, Mingxin.) | Wang, Shuying (Wang, Shuying.) (Scholars:王淑莹) | Guo, Jianhua (Guo, Jianhua.) | Wang, Zhongwei (Wang, Zhongwei.) | Peng, Yongzhen (Peng, Yongzhen.) (Scholars:彭永臻) | Zhang, Leilei (Zhang, Leilei.)

Indexed by:

EI Scopus PKU CSCD

Abstract:

The filamentous bulking of sludge is directly associated with specific influent characteristics and operational regime. In order to understand whether the types of carbon source can cause filamentous sludge bulking and lead to the formation of dominant filamentous bacteria, their long-term effects on sludge settleability and filaments growth as well as the competition between filaments and floc-formers were investigated. Three lab-scale sequencing batch reactors under controlled conditions were operated by using acetate, glucose and starch as carbon sources, respectively. When the storage capability of microorganisms was limited by decrease of substrate concentration gradient, there appears a great quantity reproduction of filamentous bacteria i. e. filamentous bulking (sludge volume index, SVI>600 ml·g-1) for acetate- and glucose-fed systems. SVI was kept below 300 ml·g-1 for starch-fed reactor, although much open, fluffy and porous flocs were formed, and settling performance had no serious deterioration. The results from staining reactions and fluorescent in situ hybridization showed that the first dominant filament was Thiothrix nivea for the acetate-fed reactor, S. natans for the glucose-fed reactor, N. limicola II and M. parvicella for the starch-fed reactor. So, it was demonstrated that various carbon sources can lead to different metabolic characteristics for various substrates, and the occurrence of filamentous bulking was closely associated with kinetics and storage properties of microorganisms. © All Rights Reserved.

Keyword:

Substrates Cell proliferation Starch Glucose Carbon Energy storage Bacteria Deterioration Sewage sludge Activated sludge process Batch reactors Filaments (lamp)

Author Community:

  • [ 1 ] [Yang, Xiong]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Huo, Mingxin]School of Urban and Environmental Sciences, Northeast Normal University, Changchun 130024, Jilin, China
  • [ 3 ] [Wang, Shuying]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Guo, Jianhua]School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, Heilongjiang, China
  • [ 5 ] [Wang, Zhongwei]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 6 ] [Peng, Yongzhen]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 7 ] [Peng, Yongzhen]School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, Heilongjiang, China
  • [ 8 ] [Zhang, Leilei]School of Urban and Environmental Sciences, Northeast Normal University, Changchun 130024, Jilin, China

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Source :

CIESC Journal

ISSN: 0438-1157

Year: 2011

Issue: 12

Volume: 62

Page: 3471-3477

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 8

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 6

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