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支撑气膜法脱除/回收垃圾渗滤液中氨氮
引用本文:李海庆,秦英杰,崔东胜,蔡腾豪,郝兴阁,王元喜.支撑气膜法脱除/回收垃圾渗滤液中氨氮[J].环境污染治理技术与设备,2014(2):612-618.
作者姓名:李海庆  秦英杰  崔东胜  蔡腾豪  郝兴阁  王元喜
作者单位:[1]天津大学化工学院,天津300072 [2]天津凯铂能膜工程技术有限公司,天津300308
摘    要:利用由微孔疏水性聚丙烯中空纤维制成的工业级膜组件对垃圾渗滤液中氨氮进行支撑气膜法脱除研究,考察了泡沫分离.石灰絮凝等预处理技术对垃圾渗滤液表面张力及COD值的处理效果,在此基础上研究了物料因素和操作因素对膜传质性能的影响,并对该工艺的长期操作稳定性进行了研究。实验结果表明该预处理技术不仅可显著提高垃圾渗滤液的表面张力,还可大大降低其色度和COD值。当进料流量为100L/h、进料氨氮浓度为1000~3000mg/L、硫酸吸收液流量为200L/h、硫酸浓度为6%~10%、温度为20~30℃时,支撑气膜过程(两级膜组件串联)可有效脱除垃圾渗滤液中99%以上的氨氮,同时得到含10%~15%硫酸铵的水溶液作为副产品。工业级支撑气膜组件在连续运行的2个月内保持了良好的传质稳定性。

关 键 词:垃圾渗滤液  支撑气膜  氨氮  稳定性

Removal/recovery of ammonia from landfill leachate by supported gas membrane-based separation process
Li Haiqing,Qin Yingjie,Cui Dongsheng,Cai Tenghao,Hao Xingge,Wang Yuanxi.Removal/recovery of ammonia from landfill leachate by supported gas membrane-based separation process[J].Techniques and Equipment for Environmental Pollution Control,2014(2):612-618.
Authors:Li Haiqing  Qin Yingjie  Cui Dongsheng  Cai Tenghao  Hao Xingge  Wang Yuanxi
Institution:1. School of Chemical Engineering and Technology, Tianjin University, Tianjin 300072, China; 2. Tianjin Chembrane Engineering & Technology, Inc. , Tianjin 300308, China)
Abstract:The experiments were carried out to investigate the supported gas membrane-based separation process for removal/recovery of ammonia from landfill leachate by using industrial scale membrane modules made from microporous hydrophobic polypropylene hollow fibers. The effects of pretreatment technologies such as foam separation and lime flocculation-coagulation on surface tension and COD of the landfill leachate were examined. The effects of feed characteristics and operational factors on the overall mass transfer coefficient and the long-term operational stability were also investigated. The experimental results showed that the pretreatment steps could sig- nificantly increase the surface tension of the landfill leachate, and could greatly reduce its ehroma and COD val- ue. More than 99% of ammonia in the landfill leachate could be removed effectively by this process with configu- ration of two membrane modules in series under the following experimental conditions : feed flow rate of 100 L/h, feed ammonia nitrogen concentration of 1 000 - 3 000 mg/L, acidic-stripping-solution flow rate of 200 L/h, sul- furic acid concentration of 6% - 10% and temperature of 20 - 30℃. Meanwhile, an aqueous solution of 10%- 15% ammonium sulfate was obtained as a by-product. The pilot-scale demonstration test was operated for two months in which it showed great operational stability and reliability.
Keywords:landfill leachate  supported gas membrane  ammonia removal  operational stability
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