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MBR-RO组合工艺污水回收中试研究
摘要点击 2149  全文点击 1900  投稿时间:2007-04-06  修订日期:2007-05-17
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中文关键词  MBR-RO组合工艺  反渗透  生物污染  污水回收
英文关键词  combined MBR-RO process  reverse osmosis (RO)  bio-fouling  wastewater recovery
作者单位
曹斌 清华大学环境科学与工程系环境模拟与污染控制国家重点联合实验室北京 100084 
黄霞 清华大学环境科学与工程系环境模拟与污染控制国家重点联合实验室北京 100084 
ATSUSHI Kitanaka 东丽工业株式会社水处理技术中心滋贺 520-0842 
杨瑜芳 东丽纤维研究所(中国)有限公司上海 200023 
中文摘要
      以A2/O-MBR为预处理工艺,构建了MBR-RO组合系统并用于城市污水的直接处理与回收,考察了MBR工艺作为RO预处理的可行性,评价了RO膜的出水水质,分析了不同操作条件对RO膜的渗透性能及膜污染的影响.研究表明,RO出水平均值为TOC<1.3 mg/L、NH4-N<0.03 mg/L、TN<0.1 mg/L,TP未检出,电导率和浊度分别小于30 μS/cm和0.12 NTU,MBR出水中的无机离子已被RO完全截留,MBR-RO系统具有很高的污染物降解能力和脱盐能力,其出水水质可达饮用水水质标准.MBR作为RO的预处理是完全可行的,连续6个多月的运行中RO膜污染表现不严重.
英文摘要
      The combined MBR-RO pilot system, using A/O-MBR technology as a pre-treatment process, has been set up for the direct municipal wastewater treatment and recovery. The objective of this pilot study was to further investigate the feasibility of MBR system as a pretreatment process for RO permeation, estimate the MBR-RO process to produce high grade effluent, and evaluate the different pre-conditions affecting the RO permeability and bio-fouling. The results showed that the average RO permeate qualities were as TOC<1.3 mg/L, NH-N<0.03 mg/L, TN<0.1 mg/L and not detectable for TP, in terms of conductivity<30 μS/cm and turbidity<0.12 NTU, and complete inorganic irons rejection could be achieved with the lowest concentration, thus the grade of RO effluent could meet the drinking water standard. MBR technology was suitable as a pre-treatment process for RO in the MBR-RO process and thus no severe RO bio-fouling occurred during the whole study period of 6 months.

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