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空床接触时间:活性炭过滤器中去除微量污染物的关键。

Empty bed contact time: The key for micropollutant removal in activated carbon filters.

机构信息

Technical University of Darmstadt, Institute IWAR, Chair of Wastewater Engineering, Franziska-Braun-Straße 7, D-64287 Darmstadt, Germany.

Technical University of Darmstadt, Institute IWAR, Chair of Wastewater Engineering, Franziska-Braun-Straße 7, D-64287 Darmstadt, Germany.

出版信息

Water Res. 2021 Mar 1;191:116765. doi: 10.1016/j.watres.2020.116765. Epub 2020 Dec 23.

Abstract

The removal of micropollutants from wastewater is an emerging issue that currently concerns the wastewater sector the most. Granular Activated Carbon (GAC) has gained recognition as a suitable technology for dealing with this problem. This study assesses the performance of six GAC-filters for the removal of micropollutants installed as final treatment step at a municipal wastewater treatment plant. The influence of the GAC-type and the Empty Bed Contact Time (EBCT) on the filter performance was evaluated. The breakthrough behaviour of 13 selected micropollutants as well as the removal of the Dissolved Organic Carbon (DOC) and UV absorption at 254 nm were investigated. Besides, the adsorbed DOC (q) was introduced as assessment parameter (adsorbed and biodegraded DOC), instead of the commonly used treated bed volume. Finally, Size Exclusion Chromatography (SEC) with online DOC and UV detection was applied for a better understanding of the influent and effluent characteristics. The results showed that the pore size distribution is a crucial feature of the activated carbon. A balanced proportion of macro-, meso‑ and micropores may play a role in the better removal of micropollutants in presence of DOC. Regardless of the GAC-type, a minimum EBCT between 20 - 30 min was necessary. We proved that a short EBCT would not fully use the sorption capacity, whereas a long EBCT would increase the carbon demand without improving of the removal. Lastly, according to the SEC results, after a short operation time no difference between the influent and effluent chromatographable fractions (DOC and UV) was observed.

摘要

从废水中去除微量污染物是当前废水处理领域最关注的一个新兴问题。颗粒活性炭(GAC)已被公认为处理该问题的一种合适技术。本研究评估了安装在城市污水处理厂的最终处理步骤的六个 GAC 过滤器去除微量污染物的性能。评估了 GAC 类型和空床接触时间(EBCT)对过滤器性能的影响。研究了 13 种选定的微量污染物的穿透行为以及溶解有机碳(DOC)和 254nm 处的紫外吸收的去除情况。此外,引入了吸附 DOC(q)作为评估参数(吸附和生物降解 DOC),而不是常用的处理床体积。最后,应用尺寸排阻色谱(SEC)与在线 DOC 和 UV 检测,以更好地了解进水和出水特性。结果表明,孔径分布是活性炭的一个关键特征。大孔、中孔和微孔的平衡比例可能在存在 DOC 的情况下对更好地去除微量污染物发挥作用。无论 GAC 类型如何,都需要 20-30 分钟的最小 EBCT。我们证明,短的 EBCT 不会充分利用吸附能力,而长的 EBCT 会增加碳的需求,而不会提高去除率。最后,根据 SEC 结果,在短的运行时间后,没有观察到进水和出水可色谱分离的(DOC 和 UV)部分之间的差异。

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