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地下水铁电凝聚去除砷(III)的模型构建。

Modeling As(III) oxidation and removal with iron electrocoagulation in groundwater.

机构信息

State Key Laboratory of Pollution Control and Resources Reuse, College of Environmental Science and Engineering, Tongji University, Shanghai 200092, China.

出版信息

Environ Sci Technol. 2012 Nov 6;46(21):12038-45. doi: 10.1021/es302456b. Epub 2012 Oct 24.

Abstract

Understanding the chemical kinetics of arsenic during electrocoagulation (EC) treatment is essential for a deeper understanding of arsenic removal using EC under a variety of operating conditions and solution compositions. We describe a highly constrained, simple chemical dynamic model of As(III) oxidation and As(III,V), Si, and P sorption for the EC system using model parameters extracted from some of our experimental results and previous studies. Our model predictions agree well with both data extracted from previous studies and our observed experimental data over a broad range of operating conditions (charge dosage rate) and solution chemistry (pH, co-occurring ions) without free model parameters. Our model provides insights into why higher pH and lower charge dosage rate (Coulombs/L/min) facilitate As(III) removal by EC and sheds light on the debate in the recent published literature regarding the mechanism of As(III) oxidation during EC. Our model also provides practically useful estimates of the minimum amount of iron required to remove 500 μg/L As(III) to <50 μg/L. Parameters measured in this work include the ratio of rate constants for Fe(II) and As(III) reactions with Fe(IV) in synthetic groundwater (k(1)/k(2) = 1.07) and the apparent rate constant of Fe(II) oxidation with dissolved oxygen at pH 7 (k(app) = 10(0.22) M(-1)s(-1)).

摘要

了解电凝聚 (EC) 处理过程中砷的化学动力学对于在各种操作条件和溶液组成下使用 EC 去除砷有更深入的理解是至关重要的。我们使用从一些实验结果和先前研究中提取的模型参数,描述了一个高度约束的、简单的砷 (III) 氧化和砷 (III、V)、硅和磷在 EC 系统中吸附的化学动力学模型。我们的模型预测与先前研究中提取的数据以及在广泛的操作条件(电荷剂量率)和溶液化学(pH、共存离子)范围内观察到的实验数据吻合得很好,而无需自由模型参数。我们的模型提供了为什么更高的 pH 和更低的电荷剂量率(库仑/升/分钟)有利于 EC 去除砷 (III) 的原因,并揭示了最近发表的文献中关于 EC 过程中砷 (III) 氧化机制的争论。我们的模型还提供了去除 500μg/L 砷 (III) 至 <50μg/L 所需的最小铁量的实际有用估计。本工作中测量的参数包括在合成地下水中 Fe(II) 和 As(III) 与 Fe(IV) 反应的速率常数之比 (k(1)/k(2) = 1.07) 和 pH 7 时溶解氧氧化 Fe(II) 的表观速率常数 (k(app) = 10(0.22) M(-1)s(-1))。

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