花岗岩土壤中镉迁移率的批量和小型柱试验

Q3 Earth and Planetary Sciences
Nur Aishah Zarime, W. Z. Yaacob
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引用次数: 0

摘要

重点介绍了花岗质残积土的理化性质,以及采用批式和柱式试验研究重金属(镉)在密实土层中的迁移和吸附的有效性。花岗岩残积土取自雪兰莪州Broga,该材料已根据英国标准方法BS1377(1990)进行了物理化学测试。对于吸附分析,分别按照USEPA(1992)和Antoniadis et al.(2007)的方法进行了批量和迷你柱渗透试验。批量试验结果表明,单溶液和混合溶液的Kd值均符合线性方程(R 2> 0.8)。对于Langmuir等温线,只有混合溶液(KL=0.0015 L/g;在Freundlich等温线上,只有单一溶液(KF=0.0137 L/g;R 2= 0.9266)与等温线拟合。吸附重金属浓度qe -平衡浓度Ce曲线表明,Cd的吸附随平衡浓度的增加而增加,直到某一点吸附量下降。单溶液的吸附量qe和分配系数Kd(最大吸附量qe= 1.10 mg/g;Kd=0.0062 L/g)高于混合溶液(最大吸附量,qe= 0.12 mg/g;Kd = 0.0022 L / g)。对于微型柱渗透试验,本研究研究了不同的g力(230- 1440-g)和不同类型的溶液(单一溶液和混合溶液)。突破曲线显示,随着重力的增大,Cd的浓度逐渐升高。在单溶液和混合溶液中的吸附量依次为230-g>520-g>920-g>1440-g。重力的增大也使Kd值减小。由于对金属的吸附没有竞争,单一溶液的Kd值也比混合溶液高,因此Kd值增加。为了获得更好的吸附分析方法,还对间歇式和柱式渗透进行了比较。在单溶液和混合溶液中,间歇试验Kd值均高于柱渗试验Kd值(单溶液Kd= 6.2 L/kg,混合溶液Kd= 2.2 L/kg)。结果表明,土壤对镉的迁移和吸附在很大程度上取决于土壤的理化性质。研究还表明,两种吸附试验对重金属在土壤中的迁移率有不同的影响。由于柱式渗透试验的条件与自然土壤条件相似,因此与批量试验相比,柱式渗透试验给出了准确的qe和Kd值。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Mobility of cadmium in granitic soil using batch and mini column tests
This paper highlights the physico-chemical properties of granitic residual soils and the effectiveness of using batch and column tests to study the migration and sorption of heavy metal (Cadmium) through compacted soil layer. Granitic residual soil was taken from Broga, Selangor and this material has undergone physical-chemical tests conducted based on British Standard Method, BS1377 (1990). For sorption analysis, batch and mini column infiltration tests were conducted according to USEPA (1992) and Antoniadis et al. (2007) methods, respectively. For batch test, results showed that Kd values for both single and mixture solutions were fitted to Linear equations (R 2> 0.8). For Langmuir Isotherm, only mixture solution (KL=0.0015 L/g; R 2= 0.9353) was fitted to the isotherm while for Freundlich Isotherm, only single solution (KF=0.0137 L/g; R 2= 0.9266) was fitted to the isotherm. The curve of adsorbed heavy metal concentration, qe versus equilibrium concentration, Ce showed that the sorption of Cd was increased with the equilibrium concentration, until at one point the sorption was decreased. The adsorption capacity, qe and distribution coefficient, Kd of single solution (maximum adsorption, qe= 1.10 mg/g; Kd=0.0062 L/g) were higher compared to mix solution (maximum adsorption, qe= 0.12 mg/g; Kd=0.0022 L/g). For mini column infiltration test, different G-force (ranged from 230-g to 1440-g) and different types of solutions (single and mixture solutions) were studied in this research. The breakthrough curves showed the concentration of Cd has become higher with the increasing of G-force. The sorption capacity in single and mixture solutions could be ranked as 230-g>520-g>920-g>1440-g. The increasing of G-force also reduced the Kd values. The Kd values for single solution were also higher compared to mixture solution due to zero competition for adsorption of metals thus, Kd values increased. The comparison between batch and column infiltration has also been studied in order to know the better sorption analysis. In both single and mixture solutions, Kd in batch test showed higher values (single solution, Kd= 6.2 L/kg and mixture solution, Kd= 2.2 L/kg) compared to all Kd values in column infiltration test. Results demonstrated that mobility and sorption of Cd were highly depended on physical and chemical properties of the soil. Study also showed that both sorption test have different effects on mobility of heavy metals through soils. The column infiltration test gave the exact values of qe and Kd compared to the batch test since the condition of columns method applied were similar to the natural soil conditions.
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来源期刊
Bulletin of the Geological Society of Malaysia
Bulletin of the Geological Society of Malaysia Earth and Planetary Sciences-Earth and Planetary Sciences (miscellaneous)
CiteScore
1.60
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0.00%
发文量
15
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