专论与综述

BAF+常规工艺+UF工艺在微污染源水处理中的应用展望

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  • 东南大学环境工程系 江苏 南京 210096
朱建文(1977- ),2001年东南大学环境工程系研究生,研究方向为水污染控制工程。电话:025-3790257,E-mail:zhuzhu604@163.com。

收稿日期: 2003-05-05

  网络出版日期: 2010-10-01

Prospects of the application of BAF+normal process+UF technology to the treatment of micro-polluted source water

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  • Department of Environmental Engineering Southeast University Engineering Nanjing 210096 China

Received date: 2003-05-05

  Online published: 2010-10-01

摘要

由于各种污染物的排放,我国饮用水水源水质日益恶化,常规水厂的工艺已显得力不从心,作者对微污染水源水的处理技术作了简要介绍。重点分析了作为预处理技术的曝气生物滤池技术和作为后续处理的膜分离技术(特别是超滤技术)。在分别对这两项技术作了介绍的基础上,提出了曝气生物滤池(BAF)+常规工艺+超滤(UF)的净水工艺,指出该工艺是提高饮用水水质的最佳工艺。同时,用有机物分子质量的观点对此工艺进行了深入分析。

本文引用格式

朱建文, 吴浩汀 . BAF+常规工艺+UF工艺在微污染源水处理中的应用展望[J]. 工业水处理, 2004 , 24(1) : 12 -16 . DOI: 10.11894/1005-829x.2004.24(1).12

Abstract

For the discharge of all kindsof pollutants,the quality of the source water of drinking water in our country isgetting worse day by day.And this makes the normal processused in most water plantsunable to do their jobswell asusual.So,the paper briefly introduces the technologiesto cope with the micro-polluted source water.It givesemphasison two technologies,biological aerated filter(BAF)and the membrane separation techno-logy(especially the UF).Based on the analysisof these two technologies,the paper posesa new water purificati-on technology:BAF+normal process+UF.It indicatesthat thisisthe best way to improve the quality of the drinking water.Meanwhile,thisnew technology is further analyzed in term of organism molecular weight.

参考文献

[1] 王占生,刘文君.微污染水源饮用水处理[M].北京:中国建筑工业出版社,1999
[2] 邵刚.膜法水处理技术[M].第2版.北京:冶金工业出版社,1992.123
[3] 邓扬,等.膜与活性炭组合工艺处理天然水的研究进展[J].上海环境科学,2001,20(8):359-361
[4] 董秉直,等.膜技术应用于净水处理的研究和现状[J].给水排水,1999,25(1):28-31
[5] 张捍民,等.淹没式中空纤维膜过滤装置去除水中污染物的实验研究[J].给水排水,2000,26(6):28-31
[6] 董秉直,等.天然水有机物分子量分布测定[J].给水排水,2000,26(1):30-33
[7] Takasaki M,kin H,Sato A,et al.The submerged biofilm process as a pretreatment for polluted raw water for tap water supply[J].Water Sci.and Tech.,1990,22(1/2):137-148
[8] 陈洪斌,等.源水生物接触氧化预处理技术的研究与应用进展[J].水处理技术,2001,27(2):63-66.

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