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不同粒径铁铝泥对砷(Ⅲ)的吸附效果
引用本文:林璐,胥嘉瑞,吴昊,王昌辉,裴元生.不同粒径铁铝泥对砷(Ⅲ)的吸附效果[J].环境科学,2013,34(7):2758-2765.
作者姓名:林璐  胥嘉瑞  吴昊  王昌辉  裴元生
作者单位:北京师范大学环境学院水沙科学教育部重点实验室,北京,100875
基金项目:国家自然科学基金项目(51278055)
摘    要:以给水处理厂废弃铁铝泥(ferric and alum water treatment residuals,FARs)为载体,考察了不同粒径FARs对砷(Ⅲ)的吸附效果.不同粒径FARs的有效铁铝含量、比表面积和孔体积分别为523.72~1 861.72 mmol.kg-1、28.15~265.59 m2.g-1和0.03~0.09 cm3.g-1,总有机质、富里酸、胡敏酸和胡敏素分别为46.97~91.58、0.02~32.27、22.27~34.09和10.76~34.22 mg.kg-1.SEM和XRD检测表明,不同粒径FARs均以无定形结构存在.批量实验结果表明,准一级和准二级动力学方程均能较好地反映FARs吸附砷(Ⅲ)的动力学过程.不同粒径FARs对砷(Ⅲ)的吸附量随着浓度的增加而增高,用Langmuir等温线方程拟合获得理论饱和吸附量在6.72~21.79 mg.g-1之间.pH值对FARs吸附砷(Ⅲ)的作用影响不大.砷(Ⅲ)吸附量大小与不同粒径FARs的理化性质的变化趋势基本一致,由相关性分析可得,有效铁铝含量和孔体积大小是影响FARs对砷(Ⅲ)吸附的主要因素.

关 键 词:粒径  理化性质  铁铝泥  砷(Ⅲ)  吸附
收稿时间:2012/9/25 0:00:00
修稿时间:2013/1/21 0:00:00

Effectiveness of Arsenite Adsorption by Ferric and Alum Water Treatment Residuals with Different Grain Sizes
LIN Lu,XU Jia-rui,WU Hao,WANG Chang-hui and PEI Yuan-sheng.Effectiveness of Arsenite Adsorption by Ferric and Alum Water Treatment Residuals with Different Grain Sizes[J].Chinese Journal of Environmental Science,2013,34(7):2758-2765.
Authors:LIN Lu  XU Jia-rui  WU Hao  WANG Chang-hui and PEI Yuan-sheng
Institution:Key Laboratory of Water and Sediment Sciences, Ministry of Education, School of Environment, Beijing Normal University, Beijing 100875, China;Key Laboratory of Water and Sediment Sciences, Ministry of Education, School of Environment, Beijing Normal University, Beijing 100875, China;Key Laboratory of Water and Sediment Sciences, Ministry of Education, School of Environment, Beijing Normal University, Beijing 100875, China;Key Laboratory of Water and Sediment Sciences, Ministry of Education, School of Environment, Beijing Normal University, Beijing 100875, China;Key Laboratory of Water and Sediment Sciences, Ministry of Education, School of Environment, Beijing Normal University, Beijing 100875, China
Abstract:Effectiveness of arsenite adsorption by ferric and alum water treatment residuals (FARs) with different grain sizes was studied. The results indicated that the content of active Fe and Al, the specific surface area and pore volume in FARs with different grain sizes were in the range of 523.72-1861.72 mmol·kg-1, 28.15-265.59 m2·g-1 and 0.03-0.09 cm3·g-1, respectively. The contents of organic matter, fulvic acid, humic acid and humin were in the range of 46.97-91.58 mg·kg-1, 0.02-32.27 mg·kg-1, 22.27-34.09 mg·kg-1 and 10.76-34.22 mg·kg-1, respectively. Results of SEM and XRD analysis further demonstrated that FARs with different grain sizes were amorphousness. Batch experiments suggested that both the pseudo-first-order and pseudo-second-order equations could well describe the kinetics adsorption processes of arsenite by FARs. Moreover, the contents of arsenite absorbed by FARs increased with the increase of arsenite concentrations. The theoretical saturated adsorption capacities calculated from Langmuir isotherm model were in the range of 6.72-21.79 mg·g-1. Interestingly, pH showed little effect on the arsenite adsorption capability of FARs. The capability of FARs had a close relationship with their physicochemical properties. Correlation analysis showed that the active Fe and Al contents and pore volume had major effects on the arsenite adsorption capability of FARs.
Keywords:grain sizes  physicochemical properties  ferric and alum water treatment residuals (FARs)  arsenite  adsorption
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