INDUSTRIAL WATER TREATMENT ›› 2014, Vol. 34 ›› Issue (8): 40-43. doi: 10.11894/1005-829x.2014.34(8).040

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Research on the pilot scale process for treating mixed sewage by a combined process,hydrolysis acidification-anaerobic/anoxic/oxic-membrane bioreactor(A2/O-MBR)

Li Jing1, Li Zheng2, Zhang Yanping1, Li Yibing1, Han Fei1, Liu Zichen1, Zhang Yu1   

  1. 1. School of Civil Engineering, Hebei University of Technology, Tianjin 300401, China;
    2. First Design & Research Institute, North China Municipal Engineering Design & Research Institute, Tianjin 300074, China
  • Received:2014-07-11 Online:2014-08-20 Published:2014-08-25

水解酸化要A2/O要MBR联合处理混合污水的中试研究

李静1, 李征2, 张彦平1, 李一兵1, 韩非1, 刘子晨1, 张雨1   

  1. 1. 河北工业大学土木工程学院, 天津 300401;
    2. 中国市政工程华北设计研究总院第一设计研究院, 天津 300074
  • 作者简介:李静(1977-),博士,讲师。E-mail:tdhjlj@163.com。
  • 基金资助:

    河北省建设科技研究项目(2010-111)

Abstract:

A pilot-scale process,hydrolysis acidification-anaerobic/anoxic/oxic-membrane bioreactor(A2/O-MBR) has been used for treating the mixed sewage in a city. The results show that when COD,NH3-N,TN and TP in the influent are 394-894 mg/L,33.5-133.5 mg/L,48.6-145.4 mg/L and 4.9-15.4 mg/L,respectively,the average removing rates of COD,NH3-N,TN and TP are 81.9%,96.9%,30.9% and 49.6%,respectively. In addition,The TN removing rate exhibits an upward trend,rising with the rise of carbon nitrogen ratio. The results indicate that the insufficiency of biodegradability of carbon source in the influent has effect on TN and TP removing rates. During the operation,membrane fouling can be slowed down efficiently under low membrane pressure operation.

Key words: hydrolysis acidification, anaerobic/anoxic/oxic, membrane bioreactor, urban sewage

摘要:

采用水解酸化-A2/O-MBR中试工艺处理某城市混合污水,当进水COD、NH3-N、TN、TP分别为394~894、33.5~133.5、48.6~145.4、4.9~15.4 mg/L时,该工艺对COD、NH3-N、TN、TP的去除率分别为81.9%、96.9%、30.9%、49.6%。其中,TN去除率随着碳氮比的增大而增大,表明可生化碳源不足影响了TN和TP的去除效果。工艺运行期间,MBR膜低压运行可有效减缓膜污染。

关键词: 水解酸化, A2/O, 膜生物反应器, 城市污水

CLC Number: