泡状玄武岩对水溶液中铬(III)的吸附

Q2 Environmental Science Cogent Environmental Science Pub Date : 2019-01-01 DOI:10.1080/23311843.2019.1650416
Agegnehu Alemu, B. Lemma, N. Gabbiye
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引用次数: 35

摘要

摘要铬(III)是广泛应用于各种工业过程中的化学品之一。含有铬(III)的废水在环境中可以转化为Cr(VI),这是对生物系统毒性最大的化学物质之一。本文利用埃塞俄比亚阿贝河附近丰富的泡状玄武岩,研究了通过吸附法从水溶液中去除铬(III)的方法。采用分批吸附法评价了各种实验参数(pH、离子强度、初始浓度和接触时间)对Cr(III)吸附的影响。吸附过程与pH高度相关。在pH 6、初始浓度为100 mg L−1和吸附剂用量为50 g L−1的条件下,最大吸附容量为0.976 mg g−1。动力学实验表明,拟二阶模型与吸附动力学数据的相关性最好。Cr(III)在泡状玄武岩表面的吸附机制涉及反应过程中的膜扩散和/或颗粒内扩散。平衡研究表明,Langmuir等温模型与实验数据具有较好的相关性。研究表明,泡状玄武岩在处理含Cr(III)污水方面具有良好的潜力。
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Adsorption of chromium (III) from aqueous solution using vesicular basalt rock
Abstract Chromium (III) is one of the chemicals widely used in various industrial processes. The wastewater containing Chromium (III) can be interconverted to Cr (VI) in the environment, which is one of the most toxic chemicals to biological systems. This paper investigates the removal of chromium (III) from aqueous solutions by adsorption process using abundant vesicular basalt available around Abbay River in Ethiopia. The batch adsorption method has been employed to evaluate the effect of various experimental parameters (pH, ionic strength, initial concentration and contact time) on Cr (III) adsorption. The adsorption process was highly dependent on pH. The maximum adsorption capacity was 0.976 mg g−1 at pH 6, initial concentration of 100 mg L−1 and adsorbent dosage of 50 g L−1. Kinetic experiments indicated that the pseudo-second-order model displayed the best correlation with adsorption kinetic data. The adsorption mechanism of Cr (III) onto the surface of the vesicular basalt involved film diffusion and/or intraparticle diffusion during the reaction. Equilibrium studies indicated that the Langmuir Isotherm model was found to be in better correlation with experimental data. This study indicated that vesicular basalt rock owned good potential for the treatment of Cr (III) containing polluted water.
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来源期刊
Cogent Environmental Science
Cogent Environmental Science ENVIRONMENTAL SCIENCES-
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审稿时长
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