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作者:

Yang, Qing (Yang, Qing.) | Gu, Pengchao (Gu, Pengchao.) | Liu, Xiuhong (Liu, Xiuhong.) | Zhou, Yao (Zhou, Yao.) | Peng, Yongzhen (Peng, Yongzhen.) (学者:彭永臻)

收录:

EI PKU CSCD

摘要:

To promote the engineering applications of anaerobic ammonium oxidation (ANAMMOX) for sewage treatment, nitrogen removal rate and key operational parameters were studied in two typical filters with ceramsite or volcanic rock as filter media were studied. The obtained results showed that the anammox biofim in both biofilters was successfully cultivated after 10 days of inoculation. Filter media and backwash both played important role in achieving stable anammox in biofilter. At low filtration velocity, in both biofilter, not only nitrogen removal rate was almost similar, but also water backwash and long backwash cycle were optimal. However, at high filtration velocity, volcanic rock biofilter was more easily blocked up than ceramsite biofilter. The effective depth of filter layer in volcanic rock biofilter was also thinner than that in ceramsite biofilter. Besides, air+water backwash style was optimal, backwash cycle should be shortened and backwash time should be prolonged. Filtration velocity in both biofilters should be controlled lower than 2 mh-1. The highest nitrogen removal loading rate in volcanic rock biofilter and ceramsite biofilter were 3.81 kgm-3·d-1 and 3.56 kgm-3·d-1, respectively. ©, 2015, Chemical Industry Press. All right reserved.

关键词:

Biofilms Biofilters Filtration Nitrogen removal Sewage treatment Velocity Volcanic rocks Volcanoes Wastewater treatment Water filtration

作者机构:

  • [ 1 ] [Yang, Qing]Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Gu, Pengchao]Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Liu, Xiuhong]Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Liu, Xiuhong]Research and Development Center of Beijing Drainage Group Co. Ltd., Beijing; 100022, China
  • [ 5 ] [Zhou, Yao]Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Peng, Yongzhen]Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China

通讯作者信息:

  • [liu, xiuhong]research and development center of beijing drainage group co. ltd., beijing; 100022, china;;[liu, xiuhong]key laboratory of beijing water quality science and water environment recovery engineering, beijing university of technology, beijing; 100124, china

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来源 :

CIESC Journal

ISSN: 0438-1157

年份: 2015

期: 1

卷: 66

页码: 455-463

被引次数:

WoS核心集被引频次: 0

SCOPUS被引频次: 5

ESI高被引论文在榜: 0 展开所有

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