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复合生物反应器处理城市污水的试验研究

王羽生1,马小凡1,王雨亮2,程海军2,吕志勇3   

  1. 1.吉林大学 环境与资源学院,吉林 长春 130026 ;2. 吉林省城乡规划设计研究院,吉林 长春 130061;3.城达市政监理公司,吉林 长春 130033
  • 收稿日期:2004-09-09 修回日期:1900-01-01 出版日期:2005-05-26 发布日期:2005-05-26
  • 通讯作者: 王羽生

A Study on Treatment of Municipal Wastewater by Hybrid Biological Reactor

WANG Yu-sheng1, MA Xiao-fan1,WANG Yu-Liang2, CHENG Hai-jun2, LV Zhi-yong3   

  1. 1.College of Environment and Resources, Jilin University, Changchun 130026, China;2.Urban and Rural Planning and Design Institute of Jilin Province, Changchun 130026, China;3.Chengda Municipal Supervise Company, Changchun 130026, China
  • Received:2004-09-09 Revised:1900-01-01 Online:2005-05-26 Published:2005-05-26
  • Contact: WANG Yu-sheng

摘要: 为了提高城市污水的处理效率、降低运行成本,进行了复合生物反应器处理城市污水的试验研究,从曝气停留时间、有机负荷率、气水比等3个方面研究了试验运行的最佳条件和控制参数。试验结果表明,利用该工艺方法处理城市污水在有机负荷率高达2.44 kgCOD/kgMLSS·d的条件下,停留时间1.5~2 h,气水比(2.5~3)∶1,可使出水COD去除率达80%以上。该方法强化了混合液的物相传质速率。

关键词: 复合生物反应器, 城市污水, 传质

Abstract: The authors carried out the experiment research on treatment of municipal wastewater by hybrid biological reactor in order to improve its treatment efficiency and reduce its run cost. According to the experiment, the authors brought up the optimum parameter for run from detention time, organic loading and gas water ratio three aspects. The results showed that took this method can guarantee the rate of COD degradation more than 80%, under the condition that organic loading is 2.44 kg COD/kg MLSS·d; Detention time is 1.5~2 h; The ratio of gas to water is (2.5~3)∶1. This method can intensify the phase transfer efficiency.

Key words: hybrid biological reactor, municipal wastewater, mass transfer

中图分类号: 

  • X505
[1] 刘淼, 陈睿阳, 李广柱, 郎贵林. 微压流化式复合生物反应器的同步脱氮[J]. J4, 2012, 42(3): 832-837.
[2] 邵丕红,韩相奎,艾胜书,刘红波. 异波折板多段两相厌氧城市污水处理工艺试验研究[J]. J4, 2007, 37(4): 789-0792.
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