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芬兰西南部一条河流沿岸的全氟辛酸(PFOA)污染源对原饮用水造成的污染风险。

Contamination risk of raw drinking water caused by PFOA sources along a river reach in south-western Finland.

机构信息

Aalto University, Department of Civil and Environmental Engineering, P.O.B. 11000, 00076 Aalto, Finland.

Finnish Environment Institute, Freshwater Centre, P.O.B. 140, 00141 Helsinki, Finland.

出版信息

Sci Total Environ. 2016 Jan 15;541:74-82. doi: 10.1016/j.scitotenv.2015.09.008. Epub 2015 Sep 21.

Abstract

Transport of perfluorooctanoic acid (PFOA) was simulated in the beginning of River Kokemäenjoki in Finland using one-dimensional SOBEK river model. River Kokemäenjoki is used as a raw water source for an artificial groundwater recharge plant, and the raw water intake plant is located near the downstream end of the model application area. Measured surface water and wastewater concentrations were used to determine the PFOA input to the river and to evaluate the simulation results. The maximum computed PFOA concentrations in the river at the location of the raw water intake plant during the simulation period Dec. 1, 2011-Feb. 16, 2014 were 0.92 ng/l and 3.12 ng/l for two alternative modeling scenarios. These concentration values are 2.3% and 7.8%, respectively, of the 40 ng/l guideline threshold value for drinking water. The current annual median and maximum PFOA loads to the river were calculated to be 3.9 kg/year and 10 kg/year respectively. According to the simulation results, the PFOA load would need to rise to a level of 57 kg/year for the 40 ng/l guideline value to be exceeded in river water at the raw water intake plant during a dry season. It is thus unlikely that PFOA concentration in raw water would reach the guideline value without the appearance of new PFOA sources. The communal wastewater treatment plants in the study area caused on average 11% of the total PFOA load. This raises a concern about the origin of the remaining 89% of the PFOA load and the related risk factors.

摘要

在芬兰,使用一维 SOBEK 河流模型模拟了全氟辛酸 (PFOA) 在 Kokemäenjoki 河的起始段的迁移。Kokemäenjoki 河被用作人工地下水补给厂的原水水源,原水取水口位于模型应用区域的下游末端附近。实测的地表水和污水浓度用于确定进入河流的 PFOA 输入量,并对模拟结果进行评估。在模拟期间(2011 年 12 月 1 日至 2014 年 2 月 16 日),位于原水取水口处的河流中计算出的最大 PFOA 浓度在两种替代建模方案下分别为 0.92ng/L 和 3.12ng/L。这两个浓度值分别为饮用水 40ng/L 指导值的 2.3%和 7.8%。当前河流中 PFOA 的年中值和最大值负荷分别计算为 3.9kg/年和 10kg/年。根据模拟结果,如果在枯水期原水取水口处的河水中 PFOA 负荷上升到 57kg/年的水平,那么 40ng/L 的指导值就有可能超标。因此,如果没有新的 PFOA 来源,原水中的 PFOA 浓度不太可能达到指导值。研究区域内的公共污水处理厂平均造成了总 PFOA 负荷的 11%。这引起了对剩余 89%的 PFOA 负荷及其相关风险因素的关注。

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