Urban Water and Sanitation Department, UNESCO-IHE Institute for Water Education, P.O. Box 3015, 2601 DA Delft, The Netherlands.
Water Res. 2010 Jul;44(14):4003-14. doi: 10.1016/j.watres.2010.03.035. Epub 2010 Apr 27.
Natural treatment systems such as bank filtration (BF) and artificial recharge (via an infiltration basin) are a robust barrier for many organic micropollutants (OMPs) and may represent a low-cost alternative compared to advanced drinking water treatment systems. This study analyzes a comprehensive database of OMPs at BF and artificial recharge (AR) sites located near Lake Tegel in Berlin (Germany). The focus of the study was on the derivation of correlations between the removal efficiencies of OMPs and key factors influencing the performance of BF and AR. At the BF site, shallow monitoring wells located close to the Lake Tegel source exhibited oxic conditions followed by prolonged anoxic conditions in deep monitoring wells and a production well. At the AR site, oxic conditions prevailed from the recharge pond along monitoring wells to the production well. Long residence times of up to 4.5 months at the BF site reduced the temperature variation during soil passage between summer and winter. The temperature variations were greater at the AR site as a consequence of shorter residence times. Deep monitoring wells and the production well located at the BF site were under the influence of ambient groundwater and old bank filtrate (up to several years of age). Thus, it is important to account for mixing with native groundwater and other sources (e.g., old bank filtrate) when estimating the performance of BF with respect to removal of OMPs. Principal component analysis (PCA) was used to investigate correlations between OMP removals and hydrogeochemical conditions with spatial and temporal parameters (e.g., well distance, residence time and depth) from both sites. Principal component-1 (PC1) embodied redox conditions (oxidation-reduction potential and dissolved oxygen), and principal component-2 (PC2) embodied degradation potential (e.g., total organic carbon and dissolved organic carbon) with the calcium carbonate dissolution potential (Ca(2+) and HCO(3)(-)) for the BF site. These two PCs explained a total variance of 55% at the BF site. At the AR site, PCA revealed redox conditions (PC1) and degradation potential with temperature (PC2) as principal components, which explained a total variance of 56%.
自然处理系统,如滨岸过滤(BF)和人工补给(通过渗透盆地),是许多有机微污染物(OMPs)的强大屏障,与先进的饮用水处理系统相比,可能是一种低成本的替代方案。本研究分析了位于德国柏林泰格尔湖(Lake Tegel)附近的 BF 和人工补给(AR)站点的 OMP 综合数据库。研究的重点是推导 OMP 去除效率与影响 BF 和 AR 性能的关键因素之间的相关性。在 BF 站点,靠近泰格尔湖水源的浅层监测井显示出氧化条件,然后在深层监测井和生产井中出现长时间的缺氧条件。在 AR 站点,从补给池塘到监测井再到生产井,都存在氧化条件。在 BF 站点,长达 4.5 个月的停留时间减少了土壤在夏季和冬季之间通过时的温度变化。由于停留时间较短,AR 站点的温度变化更大。BF 站点的深层监测井和生产井受到环境地下水和旧滨岸滤出液(长达数年)的影响。因此,在估计 BF 对 OMP 去除的性能时,重要的是要考虑与原生地下水和其他来源(例如旧滨岸滤出液)的混合。主成分分析(PCA)用于研究 OMP 去除与水-化-地学条件之间的相关性,以及来自两个站点的空间和时间参数(例如,井距离、停留时间和深度)。主成分 1(PC1)包含氧化还原条件(氧化还原电位和溶解氧),主成分 2(PC2)包含降解潜力(例如总有机碳和溶解有机碳)以及 BF 站点的碳酸钙溶解潜力(Ca(2+)和 HCO(3)(-))。这两个 PC 解释了 BF 站点总方差的 55%。在 AR 站点,PCA 揭示了氧化还原条件(PC1)和降解潜力与温度(PC2)作为主要成分,这解释了总方差的 56%。