摘要
某医院污水处理站设计规模800 m^(3)/d,地下组合式钢筋混凝土结构,处理后污水水质达到《医疗机构水污染物排放标准》(GB18466-2005)表2预处理标准后排放。本文介绍了污水处理站的布置形式及设备设计参数,为同类医院污水处理工程设计提供参考。
Underground combined reinforced concrete structure was adpoted in a hospital wastedwater treatment station whih capacity was 800 m^(3)/d. The effluent quality could reach the pretreatment standards of table 2 in (GB 18466-2005). The layout form and the parameters of apparaus of the wastewater treatment station was introduced, which coule provide reference to the design of similar hospital wastewater treatment station.
作者
华磊
唐胡钰
谢杭冀
祝玉芳
王云昌
Hua Lei;Tang Huyu;Xie Hangji;Zhu Yufang;Wang Yunchang(China Machinery International Engineering Design&Research Institute Co.,Ltd.,Changsha 410007;Hu’nan Engineering Research Center for Water Treatment Process&Equipment,Changsha 410007;Hu’nan Academy of Building Research Co.,Ltd.,Changsha 410000;Central&Southern China Municipal Engineering Design and Research Institute Co.,Ltd.,Wuhan 430010,China)
出处
《广东化工》
CAS
2021年第7期109-110,共2页
Guangdong Chemical Industry
基金
湖南省高新技术产业科技创新引领计划项目(2020SK2042)。
关键词
医院污水
工艺设计
设计参数
hospital wastewater
process design
design parameters