CSTB, Aquasim, 11 Rue Henri Picherit, F-44323 Nantes, France; GERS-LEE, Univ Gustave Eiffel, IFSTTAR, F-44344 Bouguenais, France; Univ Gustave Eiffel, CSTB, IRSTV, F-44000 Nantes, France.
GERS-LEE, Univ Gustave Eiffel, IFSTTAR, F-44344 Bouguenais, France; Univ Gustave Eiffel, CSTB, IRSTV, F-44000 Nantes, France.
Sci Total Environ. 2020 Nov 15;743:140503. doi: 10.1016/j.scitotenv.2020.140503. Epub 2020 Jun 25.
Swales are a widespread stormwater management solution to reduce pollutant concentrations in runoff. An innovative pilot facility was constructed to evaluate the treatment efficiency of the two main types of water-quality swales, i.e. standard swales and filtering swales. Using stormwater roof runoff, without any additions or spiked with organic micropollutants, 12 runoff simulation runs mimicking frequent storm events were discharged longitudinally or laterally over the pilot swales. The performance of each swale was assessed for 4 micropollutants, i.e. zinc (Zn), glyphosate, pyrene and phenanthrene. These substances were mainly found in the dissolved phase of the stormwater runoff used to supply the pilot swales. The standard swale, constructed from a silt loam soil, partially managed stormwater runoff by infiltration. Micropollutant concentration reductions were higher in the infiltrated water (35-85%) than in the overflow (-13-66%). The filtering swale, made of a sandy central part bordered by silt loam embankments, completely managed stormwater runoff by infiltration, providing high micropollutant concentration reductions (65-100%). Mass load reductions were higher for the filtering swale (67-90% for Zn and ≥89% for organic micropollutants) than for the standard swale (33-73% for Zn, 19-67% for glyphosate and ≥50% for both pyrene and phenanthrene). For both swales, lateral inflow was often associated with significantly higher concentration and mass reductions than longitudinal inflow. Consequently, when designing swales for the treatment of micropollutants, practitioners should preferentially promote filtering swales and installations providing lateral diffuse inflow over the facility.
洼地是一种广泛应用的雨水管理解决方案,用于降低径流中的污染物浓度。为了评估两种主要类型的水质洼地(即标准洼地和过滤洼地)的处理效率,建造了一个创新的试点设施。使用雨水屋顶径流,不添加任何物质或添加有机微量污染物,模拟频繁的暴雨事件,将 12 次径流模拟排放到试点洼地的纵向或横向。评估每个洼地对 4 种微量污染物(即锌、草甘膦、芘和菲)的性能。这些物质主要存在于用于供应试点洼地的雨水径流的溶解相中。由粉壤土构成的标准洼地部分通过渗透管理雨水径流。渗透水中的微量污染物浓度降低率较高(35-85%),而溢出水中的降低率较低(-13-66%)。过滤洼地由中间的沙质部分和周围的粉壤土堤坝构成,完全通过渗透管理雨水径流,提供了较高的微量污染物浓度降低率(65-100%)。过滤洼地的质量负荷降低率较高(锌为 67-90%,有机微量污染物为≥89%),标准洼地的质量负荷降低率较低(锌为 33-73%,草甘膦为 19-67%,芘和菲均为≥50%)。对于两个洼地,侧向流入通常与浓度和质量降低率显著高于纵向流入。因此,在设计用于处理微量污染物的洼地时,从业者应优先推广过滤洼地和提供侧向漫流的设施。