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Author:

Guo, Jianhua (Guo, Jianhua.) | Peng, Yongzhen (Peng, Yongzhen.) (Scholars:彭永臻) | Wang, Shuying (Wang, Shuying.) (Scholars:王淑莹) | Zheng, Yanan (Zheng, Yanan.) | Huang, Huijun (Huang, Huijun.) | Wang, Zhongwei (Wang, Zhongwei.)

Indexed by:

EI Scopus SCIE

Abstract:

In this study, the performance of partial nitrification via nitrite and microbial community structure were investigated and compared in two sequencing batch reactors (SBR) with different dissolved oxygen (DO) levels. Both reactors achieved stable partial nitrification with nitrite accumulation ratio of above 95% by using real-time aeration duration control. Compared with high DO (above 3 mg/l on average) SBR, simultaneous nitrification and denitrification (SND) via nitrite was carried out in low DO (0.4-0.8 mg/l) SBR. The average efficiencies of SND in high DO and low DO reactor were 7.7% and 44.9%, and the specific SND rates were 0.20 and 0.83 mg N/(mg MLSS h), respectively. Low DO did not produce sludge with poorer settling properties but attained lower turbidities of the effluent than high DO. Fluorescence in situ hybridization (FISH) analysis in both the reactors showed that ammonia-oxidizing bacteria (AOB) were the dominant nitrifying bacteria and nitrite-oxidizing bacteria (NOB) did not be recovered in spite of exposing nitrifying sludge to high DO. The morphology of the sludge from both two reactors according to scanning electron microscope indicated that small rod-shaped and spherical clusters were dominant, although filamentous bacteria and few long rod-shaped coexisted in the low DO reactor. By selecting properly DO level and adopting process control method is not only of benefit to the achievement of novel biological nitrogen removal technology, but also favorable to sludge population optimization. Crown Copyright (c) 2009 Published by Elsevier Ltd. All rights reserved.

Keyword:

Low dissolved oxygen Aeration duration control Microbial community structure Partial nitrification Simultaneous nitrification and denitrification (SND)

Author Community:

  • [ 1 ] [Guo, Jianhua]Harbin Inst Technol, Sch Municipal & Environm Engn, Harbin 150090, Peoples R China
  • [ 2 ] [Peng, Yongzhen]Harbin Inst Technol, Sch Municipal & Environm Engn, Harbin 150090, Peoples R China
  • [ 3 ] [Peng, Yongzhen]Beijing Univ Technol, Key Lab Beijing Water Qual Sci & Water Environm R, Beijing 100022, Peoples R China
  • [ 4 ] [Wang, Shuying]Beijing Univ Technol, Key Lab Beijing Water Qual Sci & Water Environm R, Beijing 100022, Peoples R China
  • [ 5 ] [Zheng, Yanan]Beijing Univ Technol, Key Lab Beijing Water Qual Sci & Water Environm R, Beijing 100022, Peoples R China
  • [ 6 ] [Huang, Huijun]Beijing Univ Technol, Key Lab Beijing Water Qual Sci & Water Environm R, Beijing 100022, Peoples R China
  • [ 7 ] [Wang, Zhongwei]Beijing Univ Technol, Key Lab Beijing Water Qual Sci & Water Environm R, Beijing 100022, Peoples R China

Reprint Author's Address:

  • 彭永臻

    [Peng, Yongzhen]Beijing Univ Technol, Environm & Energy Engn Coll, Beijing 100124, Peoples R China

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Source :

BIORESOURCE TECHNOLOGY

ISSN: 0960-8524

Year: 2009

Issue: 11

Volume: 100

Page: 2796-2802

1 1 . 4 0 0

JCR@2022

ESI Discipline: BIOLOGY & BIOCHEMISTRY;

JCR Journal Grade:1

CAS Journal Grade:1

Cited Count:

WoS CC Cited Count: 181

SCOPUS Cited Count: 235

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 10

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