摘要
镇江市丹徒污水处理厂升级改造工程的实施规模为1×104m3/d,采用了强化生物处理工艺以及曝气生物滤池(远期建设)/滤布过滤/紫外线消毒深度处理工艺,出水水质达到了《城镇污水处理厂污染物排放标准》(GB 18918—2002)的一级A标准。介绍了升级改造工程的处理工艺选择、工程设计参数、设备配置情况及工程技术经济指标等。
The design capacity of upgrading and retrofitting project of Dantu WWTP in Zhenjiang is 1×10^4m^3/d. The enhanced biological treatment process and the combined process of biological aera- ted filter （forward construction） , cloth-media filter and ultraviolet disinfection are adopted. The effluent quality reaches the first level A criteria specified in Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant （ GB 18918 - 2002）. The selection of treatment process, design parameters, equipment collocation and technical economic indexes of the upgrading and reconstruction project are presented.
出处
《中国给水排水》
CAS
CSCD
北大核心
2011年第8期40-43,共4页
China Water & Wastewater
关键词
升级改造
百乐克工艺
滤布滤池
upgrading and retrofitting
BIOLAK process
cloth-media filter
