摘要
浙江省富阳市欢坞岭垃圾填埋场渗滤液处理工程设计采用外置式膜生化反应器(MBR)+反渗透(RO)工艺,处理规模为100 m3/d;采用催化氧化+混凝沉淀工艺处理反渗透膜浓缩液,处理规模为25 m3/d。运行结果表明,该工艺对水质变化适应能力强,两种出水混合后水质满足《生活垃圾填埋场污染控制标准》(GB 16889—2008)中一般地区对渗滤液出水排放要求。
The external membrane bioreactor （MBR） and reverse osmosis （RO） process are used to treat the leachate from Fuyang Huanwuling landfill site, and the design capacity is 100 m3/d. The cat- alytie oxidation and coagulation sedimentation process are used to treat concentrate from the reverse osmo- sis membrane, and the design capacity is 25 m3/d. The operation results showed that the design proces- ses had strong adaptability to water quality. The mixture of two kinds of effluents could meet the require- ments specified in the Standard for Pollution Control on the Landfill Site for Domestic Waste （ GB 16889 - 2008）.
出处
《中国给水排水》
CAS
CSCD
北大核心
2015年第14期62-65,共4页
China Water & Wastewater
