| 超滤和组合填料滤池预处理微污染原水研究 |
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| 引用本文： | 杨亚红,王瑛,谢刚. 超滤和组合填料滤池预处理微污染原水研究[J]. 环境科学与技术, 2009, 32(2) |
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| 作者姓名： | 杨亚红 王瑛 谢刚 |
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| 作者单位： | 兰州理工大学土木工程学院;兰州理工大学石油化工学院,甘肃兰州,730050 |
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| 基金项目： | 甘肃省自然科学基金，兰州理工大学建工七七基金 |
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| 摘 要： | 利用超滤-沸石-活性碳组合填料生物滤池工艺对微污染水源进行了预处理实验研究,结果表明:在水力停留时间为40min,气水比为1:1,水温为15～25℃的实验条件下,对NH3-N、高锰酸盐指数、浊度、色度的平均去除率分别达到97.34%;41.26%;94.40%和89.62%,均高于沸石-活性碳组合填料生物滤池,处理后水质达到了优质地表水源水质标准要求。
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| 关 键 词： | 微污染水源 超滤-沸石-颗粒活性碳生物滤池组合工艺 预处理 |
Combined System of UF-Zeolite-GAC for Pretreatment of Micropolluted Source Water |
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| YANG Ya-hong,WANG Ying,XIE Gang. Combined System of UF-Zeolite-GAC for Pretreatment of Micropolluted Source Water[J]. Environmental Science and Technology, 2009, 32(2) |
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| Authors: | YANG Ya-hong WANG Ying XIE Gang |
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| Affiliation: | 1.School of Civil Engineering;2.School of Petrochemical Technology;Lanzhou University of Technology;Lanzhou 730050;China |
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| Abstract: | UF-zeolite-GAC biological filter process was used for pretreatment of micropolluted source water in arid areas, and results showed that under the conditions of HRT 40min,air water ratio 1: 1 and water temperature 15～25℃,removal efficiency of NH3-N,CODMn,turbidity and color was averaged at 97.34%,41.26%,94.40% and 89.62%,which were all efficient than zeolite-GAC biological filter. The treated effluent can meet the requirement of high quality source water. |
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| Keywords: | micropolluted source water UF-zeolite-GAC biological filter process pretreatment |
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