摘要
岳阳市南津港污水处理厂二期工程设计规模为12×104m3/d,采用倒置A2/O工艺,要求出水水质达到《城镇污水处理厂污染物排放标准》(GB 18918—2002)的一级B标准。从2010年2月—7月的运行数据来看,出水水质总体稳定且优于设计值,处理效果很好。详细介绍了工艺设计及运行情况,并总结了设计特点。
The design capacity of second-stage project of Nanjingang WWTP in Yueyang City is 12×10^4 m^3/d. The reversed A2/O biological treatment process is used, and the effluent quality is required to meet the first level B criteria specified in the Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant （GB 18918 -2002）. The operation data from February to July 2010 show that the effluent quality is stable and better than the design value, and the treatment efficiency is better. The design and operation of the process are introduced, and the design characteristics of the process are summarized.
出处
《中国给水排水》
CAS
CSCD
北大核心
2010年第22期39-42,共4页
China Water & Wastewater
