大型自来水厂深度处理工程设计及运行总结OA
Design and Operation of Advanced Treatment Project for Large-scale Waterworks
X水厂设计规模100万m3/d,原水取自长江下游干流.原水因长期存在有机微污染以及突发性强污染,常规处理工艺已难以应对,必须实施深度处理工程;另外,根据水厂实际运行情况,近期可先实施50万m3/d深度处理改造.根据原水水质特征,通过工艺比较,深度处理工艺采用臭氧-生物活性炭工艺,设置于现状V型砂滤池后,以减少对现状流程的拆建工程量.对深度处理设施总体布置方案及主体净水构筑物选型进行了比较,对主要设计参数的选用进行了论证,提出了应对水量和水质变化的措施,对地基处理方案进行了技术经济比选.深度处理工艺实际运行情况表明,深度处理工艺净水效果良好且运行稳定,应对原水水质突发污染的能力较强.
The designed capacity of X Water Plant is 1 000 000 m3/d.The raw water is sourced from the main stream of the lower reaches of the Yangtze River.Due to the long-term presence of organic micro-pollution and sudden se-vere pollution in the raw water,conventional treatment processes have been unable to solve the pollution.Therefore,a advanced treatment project must be implemented;Additionally,based on the actual operation of the water plant,a 500 000 m3/d advanced treatment can be carried out recently.According to the water quality characteristics of the raw water,the advanced treatment process adopts the ozone-biological activated carbon process by process compar-ison,which is set behind the existing V-shaped sand filter to reduce the construction workload of dismantling and rebuilding the current process.The overall layout scheme of the advanced treatment facilities and the selection of the main water purification structures are compared,the selection of main design parameters are demonstrated,mea-sures to cope with changes in water volume and water quality are proposed,and the technical and economic compar-ison of the foundation treatment scheme is conducted.The actual operation of the advanced treatment process shows that the advanced treatment process has good water purification effect and stable operation with strong ability to treat sudden pollution of the raw water quality.
刘云奎
上海市政工程设计研究总院(集团)有限公司,上海 200092
建筑与水利
长江原水深度处理生物活性炭地基处理大型自来水厂
raw water of Yangtze Riveradvanced treatment processbiological activated carbonfoundation treat-mentlarge-scale waterworks
《市政技术》 2026 (4)
287-295,9
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