• 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:

Li, H.-X. (Li, H.-X..) | Liu, X.-H. (Liu, X.-H..) | Yang, Z.-Q. (Yang, Z.-Q..) | Liu, R.-Y. (Liu, R.-Y..) | Wu, W.-J. (Wu, W.-J..) | Yang, Q. (Yang, Q..)

收录:

Scopus PKU CSCD

摘要:

In order to achieve efficient removal of nitrogen from high ammonia nitrogen wastewater at room temperature, this study selected three gas water ratio conditions, 8:1, 12:1 and 15:1 respectively. It investigated the stable operation performance of partial nitrification-ANAMMOX integrated autotrophic nitrogen removal process of biological aerated filter (BAF) at room temperature. The results showed that gas water ratio (GWR) at the optimal operation time was 15:1under the condition of inlet ammonia nitrogen (NH4 +-N) concentration of 400mg/L and reflux ratio of 1:1, ammonia nitrogen removal rate (ARE) was over 90%,total nitrogen (TN) removal load was 1.1kgN/(m3•d), and TN removal rate could reach 83%. When the GWR is 15:1,the DO is controlled around 2.41mg/L and 4.22mg/L, the amount of NH4 +-N converted into nitrite (NO2 --N) in water increased, and the ANAMMOX activity is enhanced. The real-time fluorescence quantitative PCR (QPCR) analysis of functional strains on the biofilm showed that when the GWR was 15:1, both ANAMMOX and AOB had the highest abundance, more than 1012 copies/g dry sludge. Therefore, integrated nitrogen removal has the best effect. At the same time, studies have shown that the ANAMMOX reaction is strengthened after increasing the gas water ratio and N2O is not generated in the ANAMMOX process. When the GWR is 15:1, the total release amount of N2O is the smallest, and the release factor is 0.0012. © 2019, Editorial Board of China Environmental Science. All right reserved.

关键词:

BAF; Biofilm; GWR; High ammonia nitrogen wastewater; Molecular biology; N2O

作者机构:

  • [ 1 ] [Li, H.-X.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Techndogy, Beijing University and Technology, Beijing, 100124, China
  • [ 2 ] [Liu, X.-H.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Techndogy, Beijing University and Technology, Beijing, 100124, China
  • [ 3 ] [Yang, Z.-Q.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Techndogy, Beijing University and Technology, Beijing, 100124, China
  • [ 4 ] [Liu, R.-Y.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Techndogy, Beijing University and Technology, Beijing, 100124, China
  • [ 5 ] [Wu, W.-J.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Techndogy, Beijing University and Technology, Beijing, 100124, China
  • [ 6 ] [Yang, Q.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Techndogy, Beijing University and Technology, Beijing, 100124, China

通讯作者信息:

  • [Liu, X.-H.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Techndogy, Beijing University and 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: 9

卷: 39

页码: 3807-3813

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: 1

在线人数/总访问数:235/3911590
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