摘要
无锡市胡埭污水处理厂升级改造工程实施规模为0.7×104m3/d,采用强化C-TECH二级生物脱氮除磷以及增加三级盘片式微过滤工艺进行工艺改造,出水达到《城镇污水处理厂污染物排放标准》(GB 18918—2002)中的一级A标准。介绍了升级改造工程处理工艺选择、工程设计参数、设备配置情况等,总结分析了升级改造工艺设计的技术特点和要求。
The design capacity of upgrading reconstruction project of Hudai WWTP in Wuxi is 0.7×10^4m^3/d. The enhanced C-TECH secondary treatment for nitrogen and phosphorus removal and is adopted, and a three-stage plate microfihration process is supplemented for upgrading and reconstruction. 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 processes, design parameters and equipments collocation are presented. The technical characteristics and requirement of process design for upgrading and reconstruction are summarized and analyzed.
出处
《中国给水排水》
CAS
CSCD
北大核心
2010年第6期27-29,共3页
China Water & Wastewater
关键词
升级改造
C-TECH工艺
生物脱氮
微过滤
upgrading and reconstruction
C-TECH process
biological nitrogen removal
microfihration