• 综合
  • 标题
  • 关键词
  • 摘要
  • 学者
  • 期刊-刊名
  • 期刊-ISSN
  • 会议名称
搜索

作者:

Wang, Z.-H. (Wang, Z.-H..) (学者:王志宏) | Wang, B. (Wang, B..) (学者:王波) | Gong, X.-F. (Gong, X.-F..) | Qiao, X. (Qiao, X..) | Peng, Y.-Z. (Peng, Y.-Z..) (学者:彭永臻)

收录:

Scopus PKU CSCD

摘要:

In order to assess the feasibility of restoring sewage partial nitritation/anammox (PN/A) process using free nitrous acid (FNA) to treat flocculent sludge, the effect of different concentrations of FNA on the activities of ammonium oxidizing bacteria (AOB) and nitrite oxidizing bacteria (NOB) was studied. Besides, the variations of nutrient removal performance in the SBR reactor by twice FNA treatment were investigated. The results showed that NOB activity could be inhibited when the flocculent sludge treated by FNA of 0.45mgHNO2-N/L and the nitrite accumulation rate (NAR) reached 88.8%, but NOB activity recovered from the 8th day. While NOB activity could be significantly inhibited when the flocculent sludge treated by FNA of 1.35mgHNO2-N/L, and the NAR reached 89.1%. Meanwhile the activities of AOB was also inhibited, and NH4 +-N conversion rate decreased to 6.8%. By enhancing the ratio of aerobic time to anoxic time (t好/t缺: from 0.4~2.7) and increasing dissolved oxygen (DO: from 0.2~1.5mg/L), the AOB activity recovered, and NH4 +-N conversion rate reached 77.8%. But the activities of NOB was not recovered within 150days, and the NAR achieved 98.1%. With the stable achievement of nitritation, the nitrogen removal performance of the system gradually restored, the average effluent total inorganic nitrogen (TIN) was 8.2mg/L, and the average TIN efficiency was 84.1%. Therefore, the strategy by first treating flocculent sludge with higher FNA to inhibite both AOB and NOB, then increasing t好/t缺 and DO to restore AOB activity, could achieve the restoration of PN/A process. © 2019, Editorial Board of China Environmental Science. All right reserved.

关键词:

Free nitrous acid; Nitrite oxidizing bacteria; Partial nitritation/anammox; Restoration; Sewage

作者机构:

  • [ 1 ] [Wang, Z.-H.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Wang, B.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Gong, X.-F.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Qiao, X.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing, 100124, China
  • [ 5 ] [Peng, Y.-Z.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing, 100124, China

通讯作者信息:

  • 彭永臻

    [Peng, Y.-Z.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of TechnologyChina

电子邮件地址:

查看成果更多字段

相关关键词:

相关文章:

来源 :

China Environmental Science

ISSN: 1000-6923

年份: 2019

期: 8

卷: 39

页码: 3308-3315

被引次数:

WoS核心集被引频次: 0

SCOPUS被引频次:

ESI高被引论文在榜: 0 展开所有

万方被引频次:

中文被引频次:

近30日浏览量: 4

在线人数/总访问数:1081/2920139
地址:北京工业大学图书馆(北京市朝阳区平乐园100号 邮编:100124) 联系我们:010-67392185
版权所有:北京工业大学图书馆 站点建设与维护:北京爱琴海乐之技术有限公司