昆明市第九、十污水处理厂的设计要点  

Design of Ninth and Tenth WWTPs in Kunming

作　　者：李捷[1] 隋军[1] 马振强[1] 陈贻龙[1] 彭勃[1] 邱维[1] 余明稹[1] 

机构地区：[1]广州市市政工程设计研究院,广东广州510060

出　　处：《中国给水排水》2013年第6期58-60,共3页China Water & Wastewater

基　　金：国家水体污染控制与治理科技重大专项(2012ZX07302002-005)

摘　　要：结合昆明市第九、第十污水处理厂工程,探讨了在土地限制和出水水质标准提高等约束条件下的城市污水厂的设计,利用一套AAOA/MBR工艺,采用地下组团式布置形式,将主要处理构筑物设于地下,地上用作绿化景观,较好地应对了用地紧张和出水水质要求高的制约因素。Combined with the ninth and tenth WWTP projects in Kunming, the design of WWTP in a city under the conditions of limited land and high requirements for effluent quality was discussed. The AAOA/MBR process is applied by adopting the underground group layout, allowing the main struc- tures to be located underground while the green landscape on the ground, which can solve the above problems.

关 键 词：污水处理厂 膜生物反应器 AAOA 地埋式 

分 类 号：X703[环境科学与工程—环境工程]