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Adsorption Equilibrium and Kinetic Performances of Al-pillared Bentonite for Removal of Cadmium(II) from Aqueous Solution

机译:铝柱膨润土去除水溶液中镉(Ⅱ)的吸附平衡和动力学性能

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With synthetic wastewater, lab-scale batch experiments were carried out to investigate the adsorption equilibrium and kinetic performances of Al-pillared bentonite prepared using Na-volclay provided by Südchemie AG for cadmium(Ⅱ) removal from aqueous solution at room temperature. The effects of relevant parameters, such as pH value of solution, adsorbent dosage, initial concentration and contact time were examined, respectively. The experimental data were analyzed by the Langmuir, Freundlich, Temkin and Dubinin-Redushkevich (D-R) isotherm models of adsorption. The maximum adsorption capacity calculated from Langmuir model was 0.030 mg·m-2. Cadmium(Ⅱ) adsorption was found to occur physically by D-R isotherm model. The kinetic data were analyzed using external mass transfer diffusion model for the first stage of adsorption and the intraparticle mass transfer diffusion model for the second stage of adsorption. The intraparticle mass transfer diffusion model gave a better fit to the experimental data. Similar cadmium(Ⅱ) adsorption capacity per unit surface area in comparison with Al-pillared smectite indicates that purifying doesn’t improve adsorption performance of Al-pillared smectite to cadmium(Ⅱ). Using Al-pillared bentonite to treat waste water containing cadmium(Ⅱ) is economically feasible.
机译:对于合成废水,进行了实验室规模的分批实验,以研究由SüdchemieAG提供的Na-volclay制备的铝柱状膨润土在室温下从水溶液中去除镉(Ⅱ)的吸附平衡和动力学性能。分别考察了溶液的pH值,吸附剂用量,初始浓度和接触时间等相关参数的影响。通过Langmuir,Freundlich,Temkin和Dubinin-Redushkevich(D-R)等温吸附模型分析了实验数据。根据Langmuir模型计算的最大吸附容量为0.030 mg·m-2。通过D-R等温线模型发现了镉(Ⅱ)的吸附发生在物理上。使用吸附第一阶段的外部传质扩散模型和吸附第二阶段的颗粒内传质扩散模型分析动力学数据。粒子内传质扩散模型更适合实验数据。与铝柱状蒙脱石相比,单位表面积对镉的吸附能力相似,这表明纯化并不能提高铝柱状蒙脱石对镉的吸附性能。用铝柱撑膨润土处理含镉废水是经济可行的。

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