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MVC工艺处理生活垃圾中转站渗沥液的试验研究

Treatment of Waste Leachate from Domestic Waste Transfer Stations by MVC Process
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摘要 采用MVC技术处理垃圾中转站新鲜渗沥液,清水产生率达到90%以上,出水的SS低于检测限,CODCr为158~784 mg/L,TOC为14~200 mg/L,NH3-N为2.20~3.10 mg/L,TN为4~133 mg/L,TP为0.01~0.67 mg/L,去除率依次为99.9%、95.39%~99.15%、96.18%~99.83%、76.35%~82.56%、91.41%~99.52%和91.2%~99.9%,该技术对污染物有较好的去除效果,比膜处理技术有更好的工程应用优势. The fresh leachate generated at waste transfer stations was treated by using MVC technology.The rate of clean effluent water can reach over 90%.In the discharge water,SS,CODCr,TOC,NH3-N,TN and TP were under detect limitation,158~784 mg/L,14~200 mg/L,2.20~3.10 mg/L,4~133 mg/L and 0.01~0.67 mg/L,with corresponding removals of 99.9%,95.39%~ 99.15%,96.18%~99.83%,76.35%~82.56%,91.41%~99.52% and 91.2%~99.9%,respectively.The process had a better effect on pollutants,and had more superiorities than membrane treatment technology in engineering application.
出处 《环境卫生工程》 2014年第1期18-21,共4页 Environmental Sanitation Engineering
基金 上海市科学技术委员会科技攻关项目(11DZ1211303) 上海市科委项目<上海生活垃圾生物质能产业技术创新战略联盟>(11DZ0510200)
关键词 机械压缩蒸发(MVC) 垃圾中转站 渗沥液 膜处理 mechanical vapor compression waste transfer station leachate membrane treatment
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