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作 者:傅金祥[1] 苏锦明[1] 徐巍[1] 赵玉华[1] 梁建浩[1]
机构地区:[1]沈阳建筑工程学院市政与环境工程学院,辽宁沈阳110168
出 处:《沈阳建筑工程学院学报(自然科学版)》2004年第2期143-146,共4页Journal of Shenyang Architectural and Civil Engineering University(Nature Science)
基 金:辽宁省自然科学基金资助项目(962126);沈阳市"十五"科技项目(1022051-3-01)
摘 要:在运行条件一致的情况下对膜生物反应器和投加粉末活性炭膜生物反应器(PAC-MBR)进行比较研究,并介绍了炭泥比的概念,发现炭泥比对减缓膜污染有重大贡献.试验结果表明,PAC-IMBR具有比普通MBR更为稳定的出水水质,COD、BOD5去除率分别提高了3.1%、2.4%.粒径为40-60目和200-300目的粉末活性炭不利于减缓膜污染,而粒径为80-100目的粉末活性炭则大大降低了膜污染,并且其较佳活性炭炭泥比CSPAC=1/4,更有利于形成生物活性炭,减少料液中的EPS,保持较高的膜通量.A comparison between membrane bioreactor (PAC-MBR) was carried out under similar operational conditions.Powered activated carbon concentration and MLSS specific Concentration (CS(PAC)) were defined,and CS(PAC) had made a great contribution to maintaining high membrane flux.PAC-MBR demonstrated a more stable and excellent effluent quality than MBR.The COD and BOD5 removal rate had increased 3.1% and 2.4% respectively.The effluent could meet the quality standard for reused wastewater issued by the Ministry of Construction.The PAC size of 40-60 mesh and 200-300 mesh led to serious membrane fouling.However,the PAC size of 80-100 mesh mitigated membrane fouling obviously.And the optional CS(PAC) was 1/4,which was more beneficial to forming bio-PAC and mitigating the EPS in the mixed liquid.
关 键 词:PAC-MBR组合工艺 膜污染 粉末活性炭炭泥比 膜通量
分 类 号:X703[环境科学与工程—环境工程]
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