| 外循环三相流化床-人工湿地系统处理渗滤液可行性研究 |
| 摘要点击 1506 全文点击 1272 投稿时间：2008-12-06 修订日期：2009-02-12 |
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| 中文关键词 外循环流化床 人工湿地 重金属 渗滤液 本底值 |
| 英文关键词 external loop fluidized bed reactor constructed wetland heavy metal landfill leachate value of background |
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| 中文摘要 |
| 采用外循环三相流化床-人工湿地的组合工艺对垃圾渗滤液进行处理，主要探讨通过该组合工艺后，出水水质的变化．结果表明，进水COD 4 000 mg·L-1、 NH+4-Ｎ 300 mg·L-1通过外循环流化床后，COD、 NH+4-Ｎ分别稳定在1 500 mg·L-1和150 mg·L-1左右；Cd、Zn、Pb含量也均稍有下降，通过人工湿地后，COD、 NH+4-Ｎ则分别下降到200 mg·L-1和10 mg·L-1左右．Cd、Zn、Pb的含量在分别从进水的0.12 mg·L-1、3.0 mg·L-1和1.4 mg·L-1下降到0.01 mg·L-1、0.5 mg·L-1和0.1 mg·L-1左右．通过不同植被的湿地进行横向比较，发现无论何种植被的湿地，对该组合工艺的处理效果影响不大． |
| 英文摘要 |
| In this study, the system composed with the external loop fluidized bed reactor and constructed wetland was used to treat the landfill leachate. The change of water quality for the landfill leachate treated by this system was investigated. The experimental results indicated that the COD and NH+4-Ｎ of the influent reduced from 4 000 mg·L-1 and 300 mg·L-1 to 1 500 mg·L-1 and 150 mg·L-1after the external loop three phase fluidized bed reactor and steady at 200 mg·L-1and 10 mg·L-1 behind treated by the constructed wetland. The heavy metals of Cd, Zn, Pb were also reduced for treatment by external loop three phase fluidized bed reactor. They were steady at 0.01 mg·L-1, 0.5 mg·L-1, 0.1 mg·L-1 from 0.12 mg·L-1, 3.0 mg·L-1, 1.4 mg·L-1 because of the constructed wetland. We also compared the different plants for the efficiency, the results showed that whatever plants, there was little effects on the efficiency of the COD and NH+4-Ｎ, but the effect of heavy metal was markedness. |
