Civil, Geological and Mining Engineering, Polytechnique Montréal, C.P.6079, Station Centre-ville, Montréal, Québec H3C 3A7, Canada.
Civil, Geological and Mining Engineering, Polytechnique Montréal, C.P.6079, Station Centre-ville, Montréal, Québec H3C 3A7, Canada.
Sci Total Environ. 2019 Sep 15;683:547-558. doi: 10.1016/j.scitotenv.2019.05.130. Epub 2019 May 15.
Urban source water protection planning requires the characterization of sources of contamination upstream of drinking water intakes. Elevated pathogen concentrations following Combined Sewer Overflows (CSOs) represent a threat to human health. Quantifying peak pathogen concentrations at the intakes of drinking water plants is a challenge due to the variability of CSO occurrences and uncertainties with regards to the fate and transport mechanisms from discharge points to source water supplies. Here, a two-dimensional deterministic hydrodynamic and water quality model is used to study the fluvial contaminant transport and the impacts of the upstream CSO discharges on the downstream concentrations of Escherichia coli in the raw water supply of two drinking water plants, located on a large river. CSO dynamic loading characteristics were considered for a variety of discharges. As a result of limited Cryptosporidium data, a probability distribution of the ratio of E. coli to Cryptosporidium based on historical data was used to estimate microbial risk from simulated CSO-induced E. coli concentrations. During optimal operational performance of the plants, the daily risk target was met (based on the mean concentration during the peak) for 80% to 90% of CSO events. For suboptimal performance of the plants, these values dropped to 40% to 55%. Mean annual microbial risk following CSO discharge events was more dependent on treatment performance rather than the number of CSO occurrences. The effect of CSO-associated short term risk on the mean annual risk is largely dependent on the treatment performance as well as representativeness of the baseline condition at the intakes, demonstrating the need for assessment of treatment efficacy. The results of this study will enable water utilities and managers with a tool to investigate the potential alternatives in reducing the microbial risk associated with CSOs.
城市水源保护规划需要对饮用水取水口上游的污染源进行特征描述。合流制污水溢流(CSO)后,病原体浓度升高对人类健康构成威胁。由于 CSO 发生的可变性以及从排放点到水源供应的归宿和迁移机制的不确定性,量化饮用水厂进水口的峰值病原体浓度是一项挑战。在这里,使用二维确定性水动力和水质模型来研究河流污染物的输移以及上游 CSO 排放对两个位于大河上的饮用水厂原水供应中大肠杆菌浓度的下游影响。考虑了 CSO 动态加载特性的各种排放情况。由于隐孢子虫数据有限,根据历史数据,使用大肠杆菌与隐孢子虫比值的概率分布来估计模拟 CSO 引起的大肠杆菌浓度产生的微生物风险。在工厂的最佳运行性能下,每日风险目标(基于高峰期的平均值)在 80%到 90%的 CSO 事件中得到满足。对于工厂的次优性能,这些值下降到 40%到 55%。CSO 排放事件后,每年的平均微生物风险更多地取决于处理性能,而不是 CSO 发生的次数。CSO 相关短期风险对平均年度风险的影响在很大程度上取决于处理性能以及进水口的基线条件的代表性,这表明需要评估处理效果。本研究的结果将为水务公司和管理人员提供一种工具,以调查减少与 CSO 相关的微生物风险的潜在替代方案。