| 一体化设备处理某乡镇微污染地下水工艺研究 |
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| 引用本文： | 陈宇豪,左金龙,郑志欣,郭雪,李丝雨,梁文.一体化设备处理某乡镇微污染地下水工艺研究[J].环境科学与管理,2013(5):30-32. |
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| 作者姓名： | 陈宇豪 左金龙 郑志欣 郭雪 李丝雨 梁文 |
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| 作者单位： | 哈尔滨商业大学食品工程学院环境工程系,黑龙江哈尔滨150076 |
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| 基金项目： | 国家级大学生创新创业训练计划项目（201210240045） |
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| 摘 要： | 针对乡镇地下水微污染的特点，研究石英砂一沸石过滤器、膜组件与紫外线消毒器一体化设备处理效果，当进水浊度在15—36NTU，出水浊度达0．2—0．5NTU，去除效率达98％-99．3％；进水氨氮浓度范围为0．4～1．4mg／L，反应3．5min后出水的氨氮浓度小于0．5mg／L；微生物指标去除率为100％。采用一体化设备处理乡镇微污染地下水可行。
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| 关 键 词： | 乡镇微污染地下水 一体化设备 微滤膜 |
Study on Treatment Process of Town Micro- polluted Groundwater by Integration Equipment |
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| Chen Yuhao,Zuo Jinlong,Zheng Zhixin,Guo Xue,Li Siyu,Liang Wen.Study on Treatment Process of Town Micro- polluted Groundwater by Integration Equipment[J].Environmental Science and Management,2013(5):30-32. |
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| Authors: | Chen Yuhao Zuo Jinlong Zheng Zhixin Guo Xue Li Siyu Liang Wen |
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| Institution: | (Department of Environmental Engineering, School of Food Engineering, Harbin University of Commerce, Harbin 150076, China) |
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| Abstract: | Focusing on the characteristic of town micro - polluted groundwater, this paper studied the treatment effect of inte- gration equipment which combined quartz sand - zeolite filter, membrane and ultraviolet sterilizer. When influent turbidity was at 15 -36 NTU, the effluent turbidity was at 0. 2-0. 5 NTU and the removal ratio could reach 98% -99. 3%. When influent am- monia nitrogen concentration was 0.4 - 1.4 mg/L, the effluent ammonia nitrogen is lower than 0. 5 mg/L after reaction time of 3.5 min. The removal ratio of microorganism could reach 100%. So it is feasible to treat town micro - polluted groundwater with integration equipment. |
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| Keywords: | town micro- polluted groundwater integration equipment micro filtration membrane |
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