[1]王新宇,卫佳,杨计强,等.采用南水北调原水的清河清源净水厂工程设计[J].中国给水排水,2020,36(14):118-121.
　WANG Xin-yu,WEI Jia,YANG Ji-qiang,et al.Design of Qinghe Qingyuan Water Purification Plant with Raw Water of South-to-North Water Diversion[J].China Water & Wastewater,2020,36(14):118-121.
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采用南水北调原水的清河清源净水厂工程设计

中国给水排水[ISSN:1000-4062/CN:12-1073/TU] 卷: 第36卷 期数: 2020年第14期 页码: 118-121 栏目: 出版日期: 2020-07-17
Title:
Design of Qinghe Qingyuan Water Purification Plant with Raw Water of South-to-North Water Diversion
作者:
王新宇1,卫佳1,杨计强2,邵爽1
(1.中国市政工程华北设计研究总院有限公司,天津300381;2.河北省清河县水务局，河北清河054800)
Author(s):
WANG Xin-yu1,WEI Jia1,YANG Ji-qiang2,SHAO Shuang1
(1. North China Municipal Engineering Design ＆ Research Institute Co. Ltd., Tianjin 300381, China; 2. Qinghe County Water Bureau, Qinghe 054800, China)
关键词:
南水北调原水; 上向流活性炭吸附池; 紫外消毒
Keywords:
raw water of South-to-North Water Diversion; upward flow activated carbon adsorption tank; UV disinfection
摘要:
河北省清河清源净水厂工程采用南水北调长江水置换原来的含氟地下水源，改善了当地自来水水质，成为当地民心工程。清源净水厂近期处理规模为5×104 m3/d，远期为11×104 m3/d。根据原水水质低温低浊、藻类偏高等特点，净水厂采用预臭氧/机械混合/机械絮凝池/平流沉淀池/主臭氧接触池/上向流活性炭吸附池/V型滤池/UV+次氯酸钠消毒工艺。建成后，出水水质远优于《生活饮用水卫生标准》（GB 5749—2006）各项指标要求，出水浊度平均值为0.20 NTU、CODMn平均值为1.29 mg/L。
Abstract:
The project of Qinghe Qingyuan water purification plant in Hebei Province uses the Yangtze River raw water of South-to-North Water Diversion to replace the original fluorinecontaining groundwater source, which improves the local tap water quality and becomes the local popular project. The treatment capacity of Qingyuan water purification plant in the near future is 50 000 m3/d, 110 000 m3/d in the long term. According to the characteristics of raw water quality such as low temperature, low turbidity and high algae, the water purification plant adopted the process of preoxidation, mechanical mixing, mechanical flocculation tank, advection sedimentation tank, ozone contact tank, upward flow activated carbon adsorption tank, V filter, UV and NaClO disinfection. After completion, the effluent quality was much better than Standards for Drinking Water Quality (GB 5749-2006)， and the average turbidity of effluent was 0.20 NTU, CODMn was 1.29 mg/L.

相似文献/References:

[1]张娟,牛豫海,张自力,等.超滤膜短流程工艺处理南水北调原水的运行效能[J].中国给水排水,2020,36(23):37.
　ZHANG Juan,NIU Yu-hai,ZHANG Zi-li,et al.Operational Efficiency of Short-flow Ultrafiltration Process Treating Water from South-to-North Water Diversion Project[J].China Water & Wastewater,2020,36(14):37.

更新日期/Last Update: 2020-07-17