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| 污水厂尾水再生利用深度处理组合工艺效果分析 | |
| 引用本文： | 路晓波,冯凯,李魁晓,周军,杜丹,陈震宇.污水厂尾水再生利用深度处理组合工艺效果分析[J].净水技术,2011,30(2):46-49. |
| 作者姓名： | 路晓波 冯凯 李魁晓 周军 杜丹 陈震宇 |
| 作者单位： | 1. 山西长治市供水总公司,山西,长治,046000 2. 北京市市政工程设计研究总院,北京,100082 3. 北京城市排水集团有限责任公司,北京,100022 4. 俄罗斯LIT公司中国代表处,北京,107016 5. 顾客好评网(中国水工业网络版设备材料选型指南),上海,200633 |
| 摘 要： | 为了考察臭氧一混凝一机械加速澄清池一紫外再生水深度处理组合工艺的处理效果,对北京市某再生水厂各工艺单元的进、出水常规指标、有机物及指示病原微生物的去除进行了研究.结果表明,组合工艺对色度、浊度、有机物及指示病原微生物都具有较好的去除效果.当进水CODCr为19.6～29.6 mg/L、色度为24～28度、浊度为2～3 ... |
| 关 键 词： | 污水厂二级处理出水 深度处理 臭氧 混凝沉淀 紫外 |
Effect Analysis of Technological Processes Combination of Advanced Treatment for Water Reclamation in Sewage Wastewater Treatment Plant |
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| Lu Xiaobo,Feng Kai,Li Kuiutiao,Zhou Jun,Du Dan,Chen Zhenyu.Effect Analysis of Technological Processes Combination of Advanced Treatment for Water Reclamation in Sewage Wastewater Treatment Plant[J].Water Purifcation Technology,2011,30(2):46-49. | |
| Authors: | Lu Xiaobo Feng Kai Li Kuiutiao Zhou Jun Du Dan Chen Zhenyu |
| Affiliation: | 1.Changzhi Waterworks Company,Changzhi 046000,China; 2.Beijing General Municipal Engineering Design & Research Institute,Beijing 100082,China; 3.Beijing Drainage Group,Beijing 100022,China; 4.LIT Technology Headquarters,Beijing 107016,China; 5.www.chenzhenyu.cn,Shanghai 200633,China) |
| Abstract: | Advanced wastewater treatment plant with process of ozone-coagulation sedimentation-UV was conducted for advanced purification of the effluent,which was treated by routine process of oxidation ditch.The results show that the removal effects of COD,color and turbidity are satisfactory,which is treated by ozone-coagulation sedimentation-UV.When CODCr of influent is 19.6-29.6 mg / L,color is 24-28 degrees,turbidity is 2-3 NTU and Escherichia coli is 106 cfu / L,CODCr of effluent is less than 20 mg / L,color is less than 15 degrees,turbidity is less than 1 NTU and Escherichia coli is less than 3 cfu / L,which is quite enough to meet the requirement of the reclaimed water standard. |
| Keywords: | WWTP second effluent advanced treatment ozone coagulation sedimentation UV |
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