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用于去除公路雨水有机微污染物的总污染物捕集器-生物滤池和砂滤处理系统的性能(实地研究)

Performance of a gross pollutant trap-biofilter and sand filter treatment train for the removal of organic micropollutants from highway stormwater (field study).

作者信息

Beryani Ali, Flanagan Kelsey, Viklander Maria, Blecken Godecke-Tobias

机构信息

Department of Civil, Environmental, and Natural Resources Engineering, Luleå University of Technology, 97187 Luleå, Sweden.

Department of Civil, Environmental, and Natural Resources Engineering, Luleå University of Technology, 97187 Luleå, Sweden.

出版信息

Sci Total Environ. 2023 Nov 20;900:165734. doi: 10.1016/j.scitotenv.2023.165734. Epub 2023 Jul 25.

DOI:10.1016/j.scitotenv.2023.165734
PMID:37495141
Abstract

This field study assessed the occurrence, event mean concentrations (EMCs), and removal of selected organic micro-pollutants (OMPs), namely, polycyclic aromatic hydrocarbons (PAHs), petroleum hydrocarbons (PHCs), nonylphenol (NP), 4-t-octylphenol (OP), and bisphenol A (BPA), in a gross pollutant trap (GPT)-biofilter/sand filter stormwater treatment train in Sundsvall, Sweden. The effects of design features of each treatment unit, including pre-sedimentation (GPT), sand filter medium, vegetation, and chalk amendment, were investigated by comparing the units' removal performances. Overall, the treatment train removed most OMPs from highway runoff effectively. The results showed that although the sand filter provided moderate (<50 % for phenolic substances) to high (50-80 % for PAHs and PHCs) removal of OMPs, adding a vegetated soil layer on top of the sand filter considerably improved the removal performance (by at least 30 %), especially for BPA, OP, and suspended solids. Moreover, GTP did not contribute to the treatment significantly. Uncertainties in the removal efficiencies of PAHs and PHCs by the filter cells increased substantially when the ratio of the influent concentration to the limit of quantification decreased. Thus, accounting for such uncertainties due to the low OMP concentrations should be considered when evaluating the removal performance of biofilters.

摘要

这项实地研究评估了瑞典松兹瓦尔一个总污染物截留器(GPT)-生物滤池/砂滤池雨水处理系统中选定有机微污染物(OMPs)的发生情况、事件平均浓度(EMCs)和去除情况,这些有机微污染物包括多环芳烃(PAHs)、石油烃(PHCs)、壬基酚(NP)、4-叔辛基酚(OP)和双酚A(BPA)。通过比较各处理单元的去除性能,研究了每个处理单元设计特征的影响,包括预沉淀(GPT)、砂滤介质、植被和白垩改良剂。总体而言,该处理系统有效地去除了公路径流中的大部分OMPs。结果表明,虽然砂滤池对OMPs的去除率适中(酚类物质<50%)至高(PAHs和PHCs为50-80%),但在砂滤池顶部添加植被土壤层可显著提高去除性能(至少提高30%),尤其是对BPA、OP和悬浮固体。此外,GTP对处理的贡献不大。当进水浓度与定量限的比值降低时,滤池对PAHs和PHCs的去除效率的不确定性大幅增加。因此,在评估生物滤池的去除性能时,应考虑由于OMP浓度低而产生的此类不确定性。

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