Department of Chemical, Biochemical, and Environmental Engineering, University of Maryland Baltimore County, Baltimore, MD, 21250, USA.
Department of Chemical, Biochemical, and Environmental Engineering, University of Maryland Baltimore County, Baltimore, MD, 21250, USA.
Environ Pollut. 2019 Mar;246:390-397. doi: 10.1016/j.envpol.2018.12.016. Epub 2018 Dec 11.
Despite the ban on new manufacture and commercial use of PCBs, municipal sewer systems continue to serve as ongoing secondary sources for contamination in receiving water bodies. Ongoing PCB sources have made it difficult to achieve desired recovery after implementation of sediment cleanup efforts. We report on a 16-month surveillance to determine the inputs, fate, and export of PCBs within a municipal waste collection/treatment system by strategic sampling of the freely-dissolved and biosolids-associated PCBs. The total PCBs entering the treatment plant was found to be 170 g/day of which 100 g/day exited the plant associated with the biosolids and 5.2 g/day was discharged in the form of freely-dissolved PCBs in the effluent. A net loss of 68 g/day was calculated for the plant, attributable to volatilization and biodegradation. Freely dissolved PCBs in the treated effluent was an order of magnitude higher than the water quality criteria for the protection of human health through fish consumption and found to be a major contributor to the dissolved concentration in the receiving river. Predicted bioaccumulation in fish from dissolved PCBs in the effluent exceeded the threshold for human consumption. The biosolids, currently land-applied as fertilizer, contained an average PCB concentration of 760 μg/kg. The sludge produced in this treatment plant is processed in large anaerobic digesters and changes to the homolog distribution point to some microbial dechlorination. Application of biosolids to clean agricultural soil resulted in a 6-fold increase in PCB levels in the earthworm E. fetida which could be eliminated by the amendment of 1% by weight of activated carbon.
尽管已经禁止新制造和商业使用多氯联苯,但市政污水系统仍然是受纳水体污染的持续次要来源。持续存在的多氯联苯来源使得在实施沉积物清理工作后,难以实现理想的恢复效果。我们报告了一项为期 16 个月的监测,通过对自由溶解态和生物固体相关多氯联苯进行战略采样,以确定市政废物收集/处理系统中多氯联苯的输入、归宿和输出。发现进入处理厂的多氯联苯总量为 170 克/天,其中 100 克/天与生物固体一起离开工厂,5.2 克/天以自由溶解态多氯联苯的形式排放到废水中。工厂计算出的净损失为 68 克/天,这归因于挥发和生物降解。处理废水中的自由溶解态多氯联苯的浓度比通过鱼类消费保护人类健康的水质标准高出一个数量级,被发现是受纳河流中溶解浓度的主要贡献者。从废水中的溶解多氯联苯预测鱼类的生物累积量超过了人类消费的阈值。目前作为肥料施用于土地的生物固体含有平均 760μg/kg 的多氯联苯浓度。该处理厂产生的污泥在大型厌氧消化池中进行处理,同系物分布的变化表明存在某些微生物脱氯作用。将生物固体应用于清洁农业土壤会使蚯蚓 E. fetida 中的多氯联苯水平增加 6 倍,通过添加 1%重量的活性炭可以消除这种情况。