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作者:

Zhang, Jianhua (Zhang, Jianhua.) | Peng, Yongzhen (Peng, Yongzhen.) (学者:彭永臻) | Zhang, Miao (Zhang, Miao.) | Sun, Yawen (Sun, Yawen.) | Wang, Shuying (Wang, Shuying.) (学者:王淑莹) | Wang, Cong (Wang, Cong.)

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EI PKU CSCD

摘要:

Taking actual domestic wastewater (C/N=2.6-4.1) as influent substrate and polyurethane filler as biological carrier (filling rate was 25%), the simultaneous nitrification and denitrification (SND) was achieved in sequencing batch biofilm reactor (SBBR) in a short period of time (98 d) with gradually increased nitrogen loading. The results of real-time qualitative polymerase chain reaction (qPCR) confirmed the enrichment of nitrifying bacteria in the reactor. The system had a good effect of organic matter and nitrogen removal in the formal running period. The concentration of COD, NH4+-N and TN of the effluent water was 38.28 mgL-1, 1.23 mgL-1 and 8.23 mgL-1, respectively. Most of COD was taken up and converted to polyhydroxyalkanoate (PHA), and the storage products were used for denitrification, which removed a large amount of nitrate. The removal efficiency of TN and SND was calculated as 82.95% and 70.57%, respectively, and the NO2--Nconcentration always kept low level. Since the nitrification and denitrification reactions took place in the same reactor and conditions, the system could maintain pH in a steady conditions by that the increasing basicity in the denitrification process can complement the consuming basicity in the nitrification process. Furthermore, the reaction time can be effectively controlled and the power consumption can be decreased through the curve change of DO and pH to judge the operation status of SND. © All Right Reserved.

关键词:

Alkalinity Bacteria Biofilms Denitrification Effluents Nitrification Nitrogen removal Polymerase chain reaction Wastewater treatment

作者机构:

  • [ 1 ] [Zhang, Jianhua]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Peng, Yongzhen]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Zhang, Miao]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Sun, Yawen]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Wang, Shuying]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Wang, Cong]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, 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:

  • 彭永臻

    [peng, yongzhen]national engineering laboratory for advanced municipal wastewater treatment and reuse technology, 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 :

CIESC Journal

ISSN: 0438-1157

年份: 2016

期: 11

卷: 67

页码: 4817-4824

被引次数:

WoS核心集被引频次: 0

SCOPUS被引频次: 9

ESI高被引论文在榜: 0 展开所有

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