摘要
介绍了深圳市滨河污水处理厂改造工程的特点和要求。该厂降低了原有三期工程的处理规模并对部分构筑物进行改造,新建18×104 m3/d的常规处理构筑物及30×104 m3/d的深度处理工程。工程改造后出水水质基本达到《城镇污水处理厂污染物排放标准》(GB 18918—2002)的一级A标准。
The characteristics and requirements of reconstruction project of Shenzhen Binhe Sew- age Treatment Plant are introduced. The treatment capacity of the original third-phase project was re- duced, part of structures were reconstructed, and conventional treatment buildings of 18 x 104 m3/d and advanced treatment buildings of 30 x 104 m3/d were newly constructed. After the reconstruction, the ef- fluent quality meets the first level A criteria specified in the Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant (GB 18918-2002).
出处
《中国给水排水》
CAS
CSCD
北大核心
2011年第2期82-86,共5页
China Water & Wastewater
关键词
污水处理厂
A2/O工艺
微絮凝深度处理
技术改造
sewage treatment plant
A2/O process
miero-floeeulation advanced treatment
technical reconstruction