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异波折板多段两相厌氧城市污水处理工艺试验研究

邵丕红1,韩相奎2,艾胜书2,刘红波2   

  1. 1.长春工程学院 水利与环境工程学院,长春 130012;2.吉林建筑工程学院 市政与环境工程学院,长春 130021
  • 收稿日期:2006-10-17 修回日期:1900-01-01 出版日期:2007-07-26 发布日期:2007-07-26
  • 通讯作者: 邵丕红

Experimental Research on the Municipal Wastewater Treatment by Multi-stage Two-phase Anaerobic Process Using Anaerobic Baffled Reactor

SHAO Pi-hong1, HAN Xiang-kui2, AI Sheng-shu2, LIU Hong-bo2   

  1. 1.School of Water Conservancy & Environment Engineering,Changchun Institute of Technology, Changchun 130012,China;2.School of Municipal and Environmental Engineering,Jilin Institute of Architectural and Engineering, Changchun 130021,China
  • Received:2006-10-17 Revised:1900-01-01 Online:2007-07-26 Published:2007-07-26
  • Contact: SHAO Pi-hong

摘要: 提出了异波折板多段两相厌氧城市污水处理工艺。通过反应器内异波折板的结构设计、液相流速设计和系统内生物相的分段调控,在提高传质效率的同时,使不同种群微生物的生化活性得到明显改善,有机污染物去除效率显著提高。实验结果表明,当水力停留时间大于10 h时,COD的去除率可达90%以上,而且受温度影响很小。

关键词: 城市污水处理, 异波折板反应器, 多段两相厌氧工艺, 传质, 相分离

Abstract: The authors put forward a technical process to treat municipal wastewater using multi-stage two-phase anaerobic reactor, which not only increases the efficiency of mass transfer but also improves the biochemical activity of different kinds of microbe, and thereby greatly increases the efficiency of organic pollutants treatment through the design of anaerobic baffled reactor structure, flow velocity and multi-stage regulation of microbe. The experiment results show that when hydraulic residence time longer than 10 h is used, the removal rate of COD is above 90% and less affected by water temperature.

Key words: municipal wastewater treatment, anaerobic baffled reactor, multi-stage two-phase anaerobic process, mass transfer, separated-phase

中图分类号: 

  • X703
[1] 石学法, 李兵, 鄢全树, 叶俊. 西太平洋岛弧-弧后盆地热液活动及成矿作用[J]. 吉林大学学报(地球科学版), 2016, 46(4): 1124-1138.
[2] 王羽生,马小凡,王雨亮,程海军,吕志勇. 复合生物反应器处理城市污水的试验研究[J]. J4, 2005, 35(03): 373-0377.
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