INDUSTRIAL WATER TREATMENT ›› 2006, Vol. 26 ›› Issue (11): 35-38.

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Short-cut nitrification and denitrification of low C/N ratio municipal was tewater in a pilot-scale research

Qiu Zhaofu1, Zhou Qi2, Yang Dianhai2, Jiang Jianquan3   

  1. 1. College of Resource and Environmental Engineering, East China University of Science and Technology, Shanghai 200237, China;
    2. State Key Lab for Pollution Control and Resource Reuse, Tongji University, Shanghai 200092, China;
    3. Tianjin Municipal Engineering Design and Research Institute, Tianjin 300051, China
  • Received:2006-06-23 Online:2006-11-20 Published:2010-10-01

低碳氮比城市污水短程生物脱氮试验研究

邱兆富1, 周琪2, 杨殿海2, 江建权3   

  1. 1. 华东理工大学资源与环境工程学院, 上海 200237;
    2. 同济大学污染控制与资源化研究国家重点实验室, 上海 200092;
    3. 天津市政工程设计研究院, 天津 300051
  • 作者简介:邱兆富(1971- ),2005 年毕业于同济大学,博士学位,讲师。电话:021-64253132,E-mail:qiuzhaofu@126.com。
  • 基金资助:

    国家高技术研究发展计划(863)项目(2002AA601023)

Abstract:

A pilot-scale biological research has been made for study on short-cut nitrification and denitrification of low m(COD):m(TN)ratio municipal wastewater under normal temperature. When the influent COD is 130-210 mg/L, m(COD):m(TN)ratio is 3.2-4.5, and the water temperature is 19-23 ℃, by controlling dissolved oxygen in the main aeration tank between 0.2-0.6mg/L short -cut nitrification and denitrification has been achieved in low levels of oxygen-oxic(LO)and anoxic-low levels of oxygen-oxic(ALO)processes. Therefore, as the HRT is 8 h, backflow activated sludge ratio is 1.0, mixed liquid recycle ratio is 2.0, and MLVSS is 1 900 mg/L, TN removal rates of LO and ALO process are up to 64% and 74% respectively.

Key words: municipal wastewater, low levels of dissolved oxygen, short-cut nitrification and denitrification

摘要:

在常温下对低碳氮比城市污水进行了短程生物脱氮中试研究。当进水COD为130~210mg/L、m(COD):m(TN)为3.2~4.5、水温19~23℃时,通过控制低氧曝气区的DO为0.2~0.6mg/L,在低氧-好氧(LO)和缺氧-低氧-好氧(ALO)两种工艺中均实现了短程硝化反硝化过程。当HRT为8 h、污泥回流比和内回流比分别为1和2、MLVSS为1 900mg/L时,LO、ALO工艺的TN去除率分别达到64%和74%。

关键词: 城市污水, 低溶解氧, 短程硝化反硝化

CLC Number: