摘要
钱塘江流域某污水处理厂三期工程规模为60×104m3/d,采用改良A/A/O工艺,介绍了主要建、构筑物的设计参数,包括污水处理、污泥处理、排江管道及生物除臭部分的内容。实际运行表明,该工程的出水水质达到了《城镇污水处理厂污染物排放标准》(GB 18918—2002)的一级B标准。
The capacity of third-phase project of a WWTP in Qiantang River basin is 60×10^4m^3/d, and the modified A/A/O process is used. The design parameters of main structures, including sewage treatment, sludge treatment, pipeline for effluent discharge into river and biological deodorization are introduced. The practical operation showed that the effluent quality met the first level B criteria speci- fied 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
2012年第20期55-59,共5页
China Water & Wastewater
