| 两级Fenton-厌氧滤池-曝气生物滤池深度处理垃圾渗滤液 |
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| 引用本文： | 韩纪军,汪晓军.两级Fenton-厌氧滤池-曝气生物滤池深度处理垃圾渗滤液[J].环境工程,2012,30(5):9-12. |
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| 作者姓名： | 韩纪军 汪晓军 |
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| 作者单位： | 华南理工大学环境科学与工程学院,广州,510006 |
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| 基金项目： | 国家自然科学基金资助项目 |
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| 摘 要： | 浙江某生活垃圾填埋场采用两级Fenton-厌氧滤池-曝气生物滤池工艺对其渗滤液进行深度处理。工艺最终出水ρ(COD)<70 mg/L,去除率达96.1%;ρ(TN)<40 mg/L,去除率达95.9%;ρ(NH3-N)<10 mg/L,工艺出水达GB 16889—2008《生活垃圾填埋场污染控制标准》中一般地区表2排放标准。
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| 关 键 词： | 渗滤液 总氮 曝气生物滤池 组合工艺 |
COMBINED PROCESSES OF TWO-STAGE FENTON-ANAEROBIC FILTER-BIOLOGICAL AERATED FILTER FOR ADVANCED TREATMENT OF LANDFILL LEACHATE |
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| Han Jijun Wang Xiaojun.COMBINED PROCESSES OF TWO-STAGE FENTON-ANAEROBIC FILTER-BIOLOGICAL AERATED FILTER FOR ADVANCED TREATMENT OF LANDFILL LEACHATE[J].Environmental Engineering,2012,30(5):9-12. |
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| Authors: | Han Jijun Wang Xiaojun |
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| Institution: | Han Jijun Wang Xiaojun(School of Environmental Science and Engineering,South China University of Technology,Guangzhou 510006,China) |
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| Abstract: | The combined processes included two-stage Fenton-anaerobic filter-biological aerated filter were used as the advanced treatment of landfill leachate from a domestic refuse landfill in Zhejiang Province.The results show that the effluent COD is less than 70 mg/L,total nitrogen(TN) is less than 40 mg/L and the NH3-N is less than 10 mg/L.The removal rates of COD and TN are respectively 96.1% and 95.9%.The effluent quality can meet the standard of table 2 in "Pollution Control on the Landfill Site of Municipal Solid"(GB 16889—2008). |
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| Keywords: | landfill leachate total nitrogen biological aerated filter combined processes |
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