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作者:

Yi, P. (Yi, P..) | Zhang, S. (Zhang, S..) | Meng, C. (Meng, C..) | Gan, Y. (Gan, Y..) | Peng, Y. (Peng, Y..) | Cao, X. (Cao, X..)

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摘要:

The effluent of an Anaerobic/Oxic (A/O) process removing phosphorus from municipal wastewater was used as influent to a partial nitrification process. Under the conditions of normal temperature (20~29°C) and limited oxygen (DO<0.2 mg·L-1), the mechanism of nitrification and the factors allowing partial nitrification to be maintained in a continuous flow process while treating municipal wastewater were investigated. A new operation mode of partial nitrification was also developed. The experimental results show that the characteristics of the inoculated sludge, sludge concentration and aerobic/anoxic alternating operation were the key factors influencing maintenance of partial nitrification of municipal wastewater. As the sludge return ratio increased, the nitrite accumulation rate increased accordingly, with a nitrite accumulation rate of 85% and the highest value of 96%. Good sludge settlement properties were maintained with SVI values of 70~110 mL·g-1 under low DO conditions. Average effluent NO2--N/NH4+-N of the partial nitrification process was about 1.0, which could produce suitable influent for the anaerobic ammonium oxidation (ANAMMOX) reactor. During the latter period of the experiment, total nitrogen (TN) removal efficiency was about 50% in the aerobic reactor, and the batch experiments verified that ANAMMOX had taken place in the reactor. The above results can provide helpful background for developing autotrophic nitrogen removal from municipal wastewater in a single reactor.

关键词:

ANAMMOX; Limited oxygen condition; Municipal wastewater; Nitrite accumulation rate; Partial nitrification

作者机构:

  • [ 1 ] [Yi, P.]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Zhang, S.]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Zhang, S.]Beijing Drainage Group Co. Ltd., Beijing 100022, China
  • [ 4 ] [Meng, C.]Beijing Drainage Group Co. Ltd., Beijing 100022, China
  • [ 5 ] [Gan, Y.]Beijing Drainage Group Co. Ltd., Beijing 100022, China
  • [ 6 ] [Peng, Y.]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 7 ] [Cao, X.]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100124, China

通讯作者信息:

  • [Peng, Y.]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100124, China

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来源 :

Acta Scientiae Circumstantiae

ISSN: 0253-2468

年份: 2010

期: 8

卷: 30

页码: 1608-1614

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