氯离子迁移对硝酸盐污染地下水生物电化学修复的影响

IF 4.3 3区 材料科学 Q1 ENGINEERING, ELECTRICAL & ELECTRONIC
Hanyu Tang, McKenzie Burns and Mohan Qin
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引用次数: 0

摘要

硝酸盐是一种常见的地下水污染物,主要由肥料沥滤造成。它对人类健康构成风险,促使美国环保局将饮用水限值设定为 10 mg L-1。膜生物电化学系统(MBES)是修复富含硝酸盐的地下水的有效处理机制。然而,在氯离子作为竞争离子如何影响硝酸盐去除机制和动力学方面还存在知识空白。在这项研究中,富含硝酸盐的地下水被送入配有阴离子交换膜(AEM)的 MBES 阴极侧。硝酸根离子随后被输送到阳极溶液中,在微生物的介导下还原成 N2。在不同的电解质硝酸盐和氯化物浓度以及不同的应用电流密度条件下,对该系统的性能进行了评估。在溶液硝酸盐浓度为 14 mg L-1 NO3--N 至 56 mg L-1 NO3--N 的情况下,MBES 的硝酸盐去除率始终保持在 85% 以上。值得注意的是,当阴溶液进水硝酸盐浓度为 56 mg L-1 NO3--N 时,硝酸盐去除率最高,为 8.28 ± 0.01 mg NO3--N L-1 h-1。MBES 中的硝酸盐去除行为可归结为伪一阶反应。作为硝酸盐的竞争离子,氯离子的存在会降低硝酸盐的去除率。此外,我们还发现,扩散是硝酸盐去除的主要驱动力,而在 MBES 中,电迁移略微增强了硝酸盐的跨膜迁移。当使用实际地下水作为电解质时,硝酸盐的去除率为 90.6 ± 12.1%,去除率达到 5.3 ± 0.4 mg L-1 h-1 NO3--N,这表明该 MBES 在处理受硝酸盐污染的地下水方面具有很高的效率。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Effects of chloride transport on the bioelectrochemical remediation of nitrate-contaminated groundwater†

Effects of chloride transport on the bioelectrochemical remediation of nitrate-contaminated groundwater†

Effects of chloride transport on the bioelectrochemical remediation of nitrate-contaminated groundwater†

Nitrate is a common groundwater contaminant, primarily caused by the leaching of fertilizers. It poses a risk to human health, prompting the USEPA to set a drinking water limit of 10 mg L−1. Membrane-based bioelectrochemical systems (MBES) are effective treatment mechanisms for remediation of nitrate-rich groundwater. However, there is a knowledge gap surrounding how chloride ions as competing ions impact nitrate removal mechanisms and kinetics. In this study, nitrate-rich groundwater was fed into the cathode side of an MBES equipped with an anion exchange membrane (AEM). Nitrate ions were subsequently transported to the anolyte, where microbe-mediated reduction to N2 was achieved. The system performance was evaluated under varied catholyte nitrate and chloride concentrations as well as with different applied current densities. The MBES consistently achieved nitrate removal efficiencies of at least 85% with catholyte nitrate concentrations ranging from 14 mg L−1 NO3-N to 56 mg L−1 NO3-N. Notably, the highest nitrate removal rate of 8.28 ± 0.01 mg NO3-N L−1 h−1 was achieved when the catholyte influent nitrate concentration was 56 mg L−1 NO3-N. The nitrate removal behavior in the MBES can be characterized as a pseudo-first-order reaction. The presence of chloride ions, acting as model competing ions to nitrate, was found to decrease the rate of nitrate removal. Additionally, we found that diffusion is the primary driving force for nitrate removal, with electromigration slightly enhancing nitrate transport across the membrane in the MBES. When actual groundwater was used as the catholyte, 90.6 ± 12.1% nitrate was removed and the removal rate reached 5.3 ± 0.4 mg L−1 h−1 NO3-N, demonstrating the high efficiency of this MBES in treating nitrate-contaminated groundwater.

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来源期刊
CiteScore
7.20
自引率
4.30%
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