期刊文献+

“微滤+反渗透”工艺在处理垃圾渗滤液中的应用研究 被引量:26

Research and Application of Landfill Leachate Treatment Based on Technology of Microfiltration and Reverse Osmosis
下载PDF
导出
摘要 采用"多孔陶瓷微滤+两级反渗透"工艺处理垃圾渗滤液。分别考察多孔陶瓷微滤膜、一级反渗透和二级反渗透对渗滤液COD、NH3-N、电导率及相应去除率与运行时间的关系,还重点考察了一级反渗透系统回收率控制及清洗周期和方法。研究结果表明:经过陶瓷微滤预处理后,出水的COD、NH3-N去除率、脱盐率分别维持在50.3%、30.2%、30.1%以上;经过一级反渗透处理后,出水的COD、NH3-N去除率、脱盐率分别维持在94.8%、91.3%、81.6%以上;经过二级反渗透处理后,出水的COD、NH3-N去除率、脱盐率分别维持在80.1%、81.3%、85.1%以上。"多孔陶瓷微滤+两级反渗透"工艺处理垃圾渗滤液出水的COD〈30 mg/L,NH3-N〈25 mg/L,电导率〈180μm/cm,达到《生活垃圾填埋污染控制标准》(GB16889-2008)。一级反渗透系统清洗周期为400min,回收率控制在65%~70%,先碱洗后酸洗的方法更有利于反渗透膜通量的恢复,膜通量可恢复到新膜渗透通量的95%。 Landfill leachate was treated by the process of porous ceramic microfiltration membrane and two steps reverse osmosis,and the relationship between removal rate of COD,NH3-N,electrical conductivity and operating time in porous ceramic microfiltration membrane,one-stage RO and two-stage RO were investigated,the study also focused on the recovery rate of one-stage reverse osmosis system control and cleaning cycles and methods.Results indicated that after ceramic microfiltration pretreatment,the effluent removal rate of COD,NH3-N and desalination rate remained above 50.3%,30.2% and 30.1% respectively.Through one-stage reverse osmosis treatment,the effluent removal rate of COD,NH3-N and desalination rate remained above 94.8%,91.3% and 81.6% respectively.Through two-stage reverse osmosis treatment,the effluent removal rate of COD,NH3-N and desalination rate remained above 80.1%,81.3% and 85.1% respectively.After the process of porous ceramic microfiltration and two steps reverse osmosis,COD,NH3-N and conductivity of the effluent water of landfill leachate was below 30 mg/L,25 mg/L and 180 μm/cm respectively,with effluent quality satisfactory to MSW Landfill Pollution Control Standard of GB16889-2008.One-stage reverse osmosis system cleaning cycle is 400min,recovery rate should be controlled at 65%~70%,the union of alkali washing and acid pickling is more conductive to reverse osmosis membrane flux recovery.The flux of membrane can be restored to 95% of the flux of the new membrane.
出处 《环境科学与技术》 CAS CSCD 北大核心 2011年第5期170-174,182,共6页 Environmental Science & Technology
基金 广西科学研究与技术开发计划项目(桂科攻0816002-5)
关键词 陶瓷微滤 两级反渗透 垃圾渗滤液 膜通量 脱盐率 回收率 ceramic microfiltration two steps reverse osmosis landfill leachate flux of membrane desalination rate recovery rate
  • 相关文献

参考文献13

  • 1张宏忠,松全元,王淀佐.垃圾渗滤液膜处理技术[J].膜科学与技术,2004,24(5):69-73. 被引量:25
  • 2陈钰,杨顺生,潘科.膜处理技术在城市垃圾渗滤液处理中的应用[J].工业用水与废水,2005,36(1):13-16. 被引量:25
  • 3Ahn W Y, Kang M S, et al. Advanced landfill leachate treatment using an integrated membrane process[J]. Desalination, 2002, 149:109-114.
  • 4Jenkins B M, Mannapperuma J D, et al. Biomass leachate treatment by reverse osmosis[J]. Fuel Processing Technology, 2003, 8:223-246.
  • 5Chian E. Stability of organic matter in landfill leachates[J]. Water Research, 1977, 11(2):225-232.
  • 6Angelo C, Rolando R, Nicola V. Treatment of landfill leachate by reverse osmosis[J]. Water Research, 1999, 33 (3) :647- 652.
  • 7武江津,刘桂中,孙长虹.膜分离技术在垃圾渗滤液处理中的研究与应用[J].膜科学与技术,2007,27(6):1-5. 被引量:45
  • 8杨飞黄,杨顺生,曹冬梅,魏代波.反渗透膜及其在城市垃圾渗沥液处理中的应用[J].工业安全与环保,2007,33(3):8-11. 被引量:8
  • 9国家环境保护总局.水和废水监测分析方法[M].第四版.北京:中国环境科学出版社,2002.
  • 10Guo Jian, Xian Ping, Deng Chao-bing, et al.Applied research of porous ceramic micro-filtration membrane in treatment of landfill leachate[J]. Progress in Environmental Science and Technology, 2009:1393-1397.

二级参考文献61

共引文献199

同被引文献423

引证文献26

二级引证文献188

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部