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作者:

Cao, Shenbin (Cao, Shenbin.) | Wang, Shuying (Wang, Shuying.) (学者:王淑莹) | Wu, Chengcheng (Wu, Chengcheng.) | Du, Rui (Du, Rui.) | Gong, Lingxiao (Gong, Lingxiao.) | Peng, Yongzhen (Peng, Yongzhen.) (学者:彭永臻)

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摘要:

With the inoculation sludge derived from a sludge fermentation coupling with denitrification system, bath experiments were conducted to investigate the effect of the ratio of chemical oxygen demand to mass concentration of NO3--N and pH on nitrite accumulation by denitrification using wasted sludge fermentation liquid as electron donor. The results show that, at the initial nitrate concentration of 30 mg/L, both the amount and rate of nitrite accumulation significantly increase when the initial ρ(COD)/ρ(NOx--N) changes from 1 to 3, and is less influenced by a further increasement of ρ(COD)/ρ(NOx--N), and the maximum amount of nitrite accumulation is (18.85±1.13) mg/L in the denitrification. pH has a significant effect on nitrite accumulation. The system of pH=7 shows the highest nitrite accumulation rate. However, the maximum nitrite accumulation amount is in the system of pH=9, followed by pH=6, 8 and 7. In addition, the nitrite accumulation ratio (wNAR) maintains 78%-95% during the denitrifying process and is hardly affected by the initial ρ(COD)/ρ(NOx--N), which may be due to the culture of chronically insufficient carbon source for denitrification and fermentation conditions introduce in the sludge fermentation coupling with denitrification system, which results in a greater ability of synthetizing the nitrate reductase than the nitrite reductase of denitrifiers. ©, 2015, Central South University of Technology. All right reserved.

关键词:

Chemical oxygen demand Denitrification Fermentation Nitrates Nitration Nitrogen oxides pH effects

作者机构:

  • [ 1 ] [Cao, Shenbin]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 ] [Wang, Shuying]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 ] [Wu, Chengcheng]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 ] [Du, Rui]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 ] [Gong, Lingxiao]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 ] [Peng, Yongzhen]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

通讯作者信息:

  • 王淑莹

    [wang, shuying]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

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来源 :

Journal of Central South University (Science and Technology)

ISSN: 1672-7207

年份: 2015

期: 3

卷: 46

页码: 1153-1159

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