华南理工大学学报(自然科学版) ›› 2004, Vol. 32 ›› Issue (12): 20-24.

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厌氧膜床-曝气生物滤池处理低浓度污水脱氮

凌霄 胡勇有   

  1. 华南理工大学 环境科学与工程学院‚广东 广州 510640
  • 收稿日期:2003-12-22 出版日期:2004-12-20 发布日期:2015-09-08
  • 通信作者: 凌霄(1976-)‚男‚博士生‚主要从事水处理及其自动控制技术研究. E-mail:ppyyhu@scut.edu.cn
  • 作者简介:凌霄(1976-)‚男‚博士生‚主要从事水处理及其自动控制技术研究.
  • 基金资助:
    广州市科技局科技攻关重大项目(2002Z1- E0022)和广州市环保局市级污染防治专项资金项目(2000 -001)

Denitrification of Low-strength Domestic Sewage by Using the SAFB-BAF Combined System

Ling Xiao Hu Yong-you   

  1. College of Environmental Science and Engineering‚South China Univ.of Tech.‚Guangzhou 510640‚Guangdong‚China
  • Received:2003-12-22 Online:2004-12-20 Published:2015-09-08
  • Contact: 凌霄(1976-)‚男‚博士生‚主要从事水处理及其自动控制技术研究. E-mail:ppyyhu@scut.edu.cn
  • About author:凌霄(1976-)‚男‚博士生‚主要从事水处理及其自动控制技术研究.

摘要: 通过日处理量为500m 3·d -1的中试试验研究了影响厌氧膜床(SAFB)-曝气生 物滤池(BAF)组合工艺处理低浓度生活污水脱氮性能的关键因子:曝气量与进水水质.发 现在气水比大于2∶1时‚TN 和 NH4 +-N 的平均去除率分别为27.84%和83.39%;而在气水 比小于2∶1时‚TN 和 NH4 +-N 的平均去除率分别为29.15%和70.88%‚所以组合工艺的气 水体积比宜控制在2∶1到3∶1之间.当SAFB 进水的BOD5/TN 比大于4时‚反硝化作用不受 碳源影响;而当 BAF 进水的 CODcr/TN 比大于5时‚硝化作用受抑制. 

关键词: 厌氧膜床, 曝气生物滤池, 低浓度生活污水, 脱氮, 曝气量

Abstract: The denitrification performance of the special anaerobic film bed (SAFB) and biological aerated filter (BAF) combined system in pilot scale (with a daily treatment quantity of500m 3/d) for low-strength domestic sewage was assessed under the conditions of different aeration amounts and influent water quality.It is found that the average removal rates of TN and NH4 +-N are respectively27.84% and83.39% when the ratio of air to water is greater than 2∶1‚while being respectively29.15% and70.88% when the ratio is less than2∶1.So the ratio should be controlled from2∶1to3∶1.It is also found that the carbon source has no effect on the denitrification when BOD5/TN of SAFB intake is more than4‚but it seriously influences the nitrification when CODcr/TN of BAF intake is more than5. 

Key words: special anaerobic film bed, biological aerated filter, low-strength domestic sewage, denitrification, aeration amount

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