Buerge Ignaz J, Poiger Thomas, Müller Markus D, Buser Hans-Rudolf
Plant Protection Chemistry, Swiss Federal Research Station (Agroscope), CH-8820 Wädenswil, Switzerland.
Environ Sci Technol. 2006 Jul 1;40(13):4096-102. doi: 10.1021/es052553l.
Continuous progress in wastewater treatment technology and the growing number of households connected to wastewater treatment plants (WWTPs) have generally resulted in decreased environmental loading of many pollutants. Nonetheless, further reduction of pollutant inputs is required to improve the quality of surface waters in densely populated areas. In this context, the relative contribution of combined sewer overflows as sources of wastewater-derived contaminants has attracted more and more attention, but the quantitative importance of these overflows has barely been investigated. In this study, caffeine was successfully used as a chemical marker to estimate the fraction of sewer overflows in the catchment area of lake Greifensee, Switzerland. Caffeine is a ubiquitous compound in raw, domestic wastewater with typical per capita loads of approximately 16 mg person(-1) d(-1). In WWTPs of the Greifensee region, caffeine is largely eliminated (>99%), resulting in much smaller loads of < or = 0.15 mg person(-1) d(-1) in treated wastewater. However, in receiving streams as in the inflows to Greifensee, caffeine loads (0.1-1.6 mg person(-1) d(-1)) were higher than those in WWTP effluents, indicating additional sources. As the loads in the streams correlated with precipitation during sampling, it was concluded that combined sewer overflows were the most likely source of caffeine. Using a mass balance approach, it was possible to determine the fraction of wastewater (in dry weather equivalents) discharged untreated to the receiving streams (up to 10%, annual mean, approximately 2-3%). The concept of caffeine as a marker for combined sewer overflows was then applied to estimate phosphorus inputs to Greifensee with untreated and treated wastewater (approximately 1.5 and 2.0 t P y(-1), respectively), which corresponded well with P inputs determined in a separate study based on hydraulic considerations. For compounds with high elimination in WWTPs such as phosphorus (96-98% in the Greifensee area), inputs from combined sewer overflows are thus of similar magnitude as inputs from treated wastewater. The study demonstrated that caffeine is a suitable marker for untreated wastewater (from combined sewer overflows, direct discharges, etc.), but its sensitivity depends on regional conditions and decreases with decreasing elimination efficiency in WWTPs.
废水处理技术的持续进步以及接入污水处理厂(WWTPs)的家庭数量不断增加,总体上使许多污染物的环境负荷有所降低。尽管如此,仍需要进一步减少污染物输入,以改善人口密集地区地表水的质量。在此背景下,合流制下水道溢流作为废水衍生污染物来源的相对贡献已引起越来越多的关注,但这些溢流的定量重要性几乎未得到研究。在本研究中,咖啡因成功用作化学标志物,以估算瑞士格赖芬湖集水区下水道溢流的比例。咖啡因是原生活污水中普遍存在的化合物,典型人均负荷约为16毫克/人·天。在格赖芬湖地区的污水处理厂中,咖啡因大部分被去除(>99%),导致处理后废水中的负荷大幅降低,<或 = 0.15毫克/人·天。然而,在流入格赖芬湖的接收溪流中,咖啡因负荷(0.1 - 1.6毫克/人·天)高于污水处理厂出水的负荷,表明存在其他来源。由于溪流中的负荷与采样期间的降水量相关,得出结论:合流制下水道溢流最有可能是咖啡因的来源。采用质量平衡方法,可以确定未经处理排放到接收溪流中的废水比例(以旱天当量计,最高可达10%,年平均值约为2 - 3%)。然后,将咖啡因作为合流制下水道溢流标志物的概念应用于估算未经处理和处理后废水对格赖芬湖的磷输入量(分别约为1.5吨磷/年和2.0吨磷/年),这与基于水力考虑在另一项研究中确定的磷输入量非常吻合。对于在污水处理厂中去除率较高的化合物,如磷(在格赖芬湖地区为96 - 98%),合流制下水道溢流的输入量与处理后废水的输入量相当。该研究表明,咖啡因是未经处理废水(来自合流制下水道溢流、直接排放等)的合适标志物,但其敏感性取决于区域条件,并且随着污水处理厂去除效率的降低而降低。