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两级浸没式生物膜中水系统分析
引用本文:田刚,张少凡,吕蓓蓓.两级浸没式生物膜中水系统分析[J].环境科学,2003,24(2):130-133.
作者姓名:田刚  张少凡  吕蓓蓓
作者单位:北京市环境保护科学研究院,北京,100037
摘    要:通过改变进水有机负荷,对两级串联浸没式生物膜污水处理装置的技术性能进行了研究.其内容涉及到:各级反应器的有机物去除分担率、过滤器的作用、单双级生物反应器比较等问题.结果表明:第一、二级反应器分别承担了溶解性有机物去除负荷的76%和24%;砂滤系统对前一级出水COD的去除率高达42%;在相同有机负荷下,相对单级反应器,双级反应器不但有机物去除率高,而且运行稳定.

关 键 词:生物膜  生物反应器  污水处理
文章编号:0250-3301(2003)02-04-0130
收稿时间:2002/5/14 0:00:00
修稿时间:2002年5月14日

Study on Two Stage Immerged Biological Film Wastewater Treatment Reactor
Tian Gang,Zhang Shaofan,Lü Beibei.Study on Two Stage Immerged Biological Film Wastewater Treatment Reactor[J].Chinese Journal of Environmental Science,2003,24(2):130-133.
Authors:Tian Gang  Zhang Shaofan  Lü Beibei
Institution:Beijing Municipal Research Institute of Environment Protection Science, Beijing 100037, China. tg-iep@vip.163.com
Abstract:The two stage immerged biological film wastewater treatment reactor was studied in different organic loads. The organic removal efficiency of each stage, filter capability and technical contrast between one stage reactor and two stages reactor were discussed. The results showed that the distribution ratio of organic removal were 76% and 24% in first and second stage reactors respectively, COD removal efficiency was 42% in sand filter unit, and the two stage reactor was more effective and reliable than one stage reactor in the same organic loads.
Keywords:biological film  biological reactor  wastewater treatment
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