| UASB＋ALR处理晚期填埋垃圾渗滤液 |
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| 引用本文： | 王罕,杨海亮,严凯,马三剑.UASB＋ALR处理晚期填埋垃圾渗滤液[J].广东化工,2013(20):39-40. |
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| 作者姓名： | 王罕 杨海亮 严凯 马三剑 |
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| 作者单位： | [1]苏州科技学院环保应用技术研究所,江苏苏州215009 [2]苏州苏特环境工程有限公司,江苏苏州215011 |
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| 摘 要： | 采用UASB-ALR的组合工艺处理高氨氮晚期垃圾渗滤液.结果表明,经过55 d的启动后,该工艺进入稳定运行期.当进水COD和NH4^＋-N浓度分别为6628 mg/L和1060 mg/L时,系统出水COD和氨氮分别达到712 mg/L和140 mg/L.由此说明,仅仅通过生物处理很难使渗滤液达标排放,需要进一步的深度处理.
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| 关 键 词： | 升流式厌氧污泥层反应器 气升式环流反应器 垃圾渗滤液 处理 |
Treatment of Landfill Leachate by UASB-ALR Process |
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| Wang Han,Yang Hailiang,Yan Kai,Ma Sanjian.Treatment of Landfill Leachate by UASB-ALR Process[J].Guangdong Chemical Industry,2013(20):39-40. |
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| Authors: | Wang Han Yang Hailiang Yan Kai Ma Sanjian |
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| Affiliation: | 1. Environmental Protection Application Technology Institute of Suzhou University of Science and Technology, Suzhou 215009; 2. Sute Environmental Protection Engineering Corporation, Suzhou 215011, China) |
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| Abstract: | Landfill leachate with high ammonia was treated by up-flow anaerobic sludge blanket reactor （UASB） - Airlift Loop Reactor（ALR）process. The results showed that the process reaches the stable operation period after 55 d time. When the influent COD and NH4^＋-N reached 6628 mg/L and 1060 mg/L respectively, the effiuent COD and ammonia reaches 712 rng/L and l40 mg/L. Therefore, it is difficult to make the leachate to reach the discharge standard merely by the biological treatment and need the depth of treatment. |
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| Keywords: | UASB ALR landfill leachate treatment |
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