CAJ | 학술논문

无锡市梅村污水处理厂二期工程设计规模为3×10~4 m~3/d,厂区总规模为6×10~4m~3/d,二期工程采用一体化膜生物反应器工艺,出水水质优于<城镇污水处理厂污染物排放标准>(GB 18918-2002)的一级A标准.详述了该工程的设计参数、工艺流程及设计特点.
무석시매촌오수처리엄이기공정설계규모위3×10~4 m~3/d,엄구총규모위6×10~4m~3/d,이기공정채용일체화막생물반응기공예,출수수질우우<성진오수처리엄오염물배방표준>(GB 18918-2002)적일급A표준.상술료해공정적설계삼수、공예류정급설계특점.
Integrative MBR process is adopted in the second-stage project with design capacity of 3 ×10~4 m~3/d of Meicun Wastewater Treatment Plant in Wuxi City, and the total capacity of this plant is 6 ×10~4 m~3/d. The effluent quality is better than the first level A criteria specified in the Discharge Stand-ard of Pollutants for Municipal Wastewater Treatment Plant (GB 18918 -2002). The design parameters, process flow and design characteristics of the project are presented.