| 直接过滤-臭氧-生物活性炭工艺用于城市污水二级处理出水深度处理的研究 |
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| 引用本文： | 甘莉,蒋以元,张昱,郭召海,杨敏.直接过滤-臭氧-生物活性炭工艺用于城市污水二级处理出水深度处理的研究[J].环境污染治理技术与设备,2006,7(10):65-68. |
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| 作者姓名： | 甘莉 蒋以元 张昱 郭召海 杨敏 |
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| 作者单位： | [1]中国科学院生态环境研究中心环境水质学国家重点实验室,北京100085 [2]福建师范大学化学与材料学院,福州350007 |
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| 基金项目： | 国家自然科学基金资助项目（20510076,50238050） |
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| 摘 要： | 采用砂滤-臭氧-生物活性炭工艺在北京市某污水处理厂开展了以污水再生回用为目的的城市污水深度处理中试研究。在臭氧消耗量5mg／L，接触时间20min，生物活性炭空床停留时间（EBCT）为20min的条件下，出水浊度为1．5NTU左右，色度接近0，UV254从0．162cm^-1降低到0．08cm^-1，DOC和CODMn分别从10．1mg／L和12．8mg／L降低到6mg／L左右。由于对生物活性炭柱进行了曝气供氧，NH4^- N从40mg／L降低到5mg／L左右。
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| 关 键 词： | 城市污水 再生利用 深度处理 臭氧 活性炭 砂滤 |
| 文章编号： | 1008-9241（2006）10-0065-04 |
| 收稿时间： | 2005-09-26 |
| 修稿时间： | 2005-12-26 |
Advanced treatment of secondary effluent of WWPT by sand filter-ozone-biological activated carbon |
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| Gan Li, Jiang Yiyuan, Zhang Yu, Guo Zhaohai,Yang Min,.Advanced treatment of secondary effluent of WWPT by sand filter-ozone-biological activated carbon[J].Techniques and Equipment for Environmental Pollution Control,2006,7(10):65-68. |
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| Authors: | Gan Li Jiang Yiyuan Zhang Yu Guo Zhaohai Yang Min |
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| Abstract: | Advanced treatment of secondary effluent of city sewage disposal plant was conducted for water reclamation at Beijing, with a process of sand filter,pre-ozonation followed by biological activated carbon filter in pilot scale. With an average contact time of 20 min at ozone wastage of 5 mg/L, and BAC column at EBCT of 20 min,the process achieved a remarkable effect of advanced treatment of municipal wastewater. Turbidity was below 1.5 NTU and chroma was close to 0, and UV254 remarkably declined from 0. 162 cm^-1 to 0.08 cm^-1 The average removals of DOC and CODMn were decreased from 10.1 mg/L and 12.8 mg/L to 6 mg/L. BAC filter had a high NH3-N removal which reduced it from 40 mg/L to 5 mg/L because of enough air supply. |
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| Keywords: | municipal wastewater reclamation advanced treatment ozone biological activated carbon sand filter |
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