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渠式生物膜氧化法处理生活污水的技术研究
孙武堂, 金腊华*, 卢创新, 王立立
暨南大学环境工程系, 广州510632
Study on domestic sewage treatment by the canal reactor with bio-membrane
SUN Wu-tang, JIN La-hua, LU Chuang-xin, WANG Li-li
Department of Environmental Engineering, Jinan University, Guangzhou 510632, China
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摘要 

研究了利用渠式生物膜法进行生活污水处理实验。该法结合了活性污泥法和生物膜法的优点,能有效处理城市生活污水,而且装置不设二沉池,占地面积少,基建投资省。实验测定了不同的水力停留时间(HRT)和进水负荷下的化学需氧量(CODCr)及氨氮(NH3-N)浓度,并分析其对去除率的影响。结果表明,在实验设定的范围内,CODCr和NH3-N去除率随着水力停留时间的增大而增大,而随着进水负荷的增大而相应的减少。在水温25℃,流量0.6L·min-1,CODCr 100mg·L-1,NH3-N 15 mg·L-1的条件下,污染物的去除率较高(CODCr为71%、NH3-N为36%),出水水质比较理想,可以达到景观、娱乐和冷却水等的用水标准。

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孙武堂
金腊华
卢创新
王立立
关键词 渠式生物膜法污水处理CODCr    
Abstract

The application of canal reactor with bio-membrane to sewage treatment was studied in this paper.This method combined the advantage of activated sludge process and biomembrane process,which could dispose the municipal sewage efficiently without secondary sedimentation tank in the device.The concentration of CODCr and NH3-N were measured in experiment,meanwhile,the effect of different HRT and influent loads on removal efficiency was analyzed.The results showed that the removal efficiency of CODCr and NH3-N increased with the increasing HRT,and decreased with the increasing influent loads under certain experiment condition.The removal efficiency of pollutants was relatively high(CODCr 71%,NH3-N 36%) when CODCr and NH3-N concentration were 100 mg·L-1 and 15 mg·L-1 respectively,while water temperature was 25℃ and the flow was 0.6 L·min-1.Under this situation,the effluent was more satisfactory,which could reach the water standard of view,amusement,cooling water and so on.

Key wordsthe canal reactor with biomembrane    sewage treatment    CODCr
收稿日期: 2007-10-25     
:  X703.1  
基金资助:广东省科技计划项目(2007B030103014)
引用本文:   
孙武堂, 金腊华*, 卢创新, 王立立. 渠式生物膜氧化法处理生活污水的技术研究[J]. , 2007, 26(5): 456-459.
SUN Wu-tang, JIN La-hua, LU Chuang-xin, WANG Li-li. Study on domestic sewage treatment by the canal reactor with bio-membrane. , 2007, 26(5): 456-459.
链接本文:  
 http://www.ecolsci.com/CN/Y2007/V26/I5/456
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