Mantilla Ivan, Muthanna Tone Merete, Marsalek Jiri, Viklander Maria
Department of Civil, Environmental and Natural Resources Engineering, Luleå University of Technology, 971 87, Luleå, Sweden.
Department of Civil and Environmental Engineering, Norwegian University of Science and Technology (NTNU), N-7491, Trondheim, Norway.
J Environ Manage. 2025 Apr;380:124977. doi: 10.1016/j.jenvman.2025.124977. Epub 2025 Mar 22.
Implementing stormwater green infrastructure in shallow groundwater areas presents major challenges that could restrict widespread adoption of swales in such areas. These limitations are driven by concerns about reduced swale infiltration capacity, which negatively impacts the effectiveness of green measures in managing runoff volumes. This study evaluates the spatial and temporal distribution of infiltration rates in a 30-m grass swale section using a Modified Philip-Dune infiltrometer and full-scale infiltration testing. Groundwater levels were continuously monitored by three piezometers adjacent to the grass swale to assess the impact of unsaturated zone depth on the swale infiltration capacity. Results showed that infiltration rates varied widely from 13 mm/h at the swale bottom to 98 mm/h on the right slope and highlighted the potential overestimation of swale capacity when relying only on point measurements of infiltration. Results from a full-scale infiltration test revealed an overall swale infiltration rate of only 4 mm/h, which is below the values recommended in the literature for swale applicability. A 52 % decrease in infiltration rates was observed between 2022 and 2024. Experimental results indicated that the grass swale had the capacity to recover its storage and managed a subsequent rainfall event within 15 h of the full draw-down. While the findings did not show a strong correlation between swale infiltration rates and the depth of the unsaturated zone, the results underscore the need to balance the soil permeability and groundwater protection for effective stormwater management.
在浅层地下水区域实施雨水绿色基础设施面临重大挑战,这可能会限制此类区域洼地的广泛采用。这些限制是由对洼地渗透能力降低的担忧所驱动的,这对绿色措施在管理径流量方面的有效性产生负面影响。本研究使用改良的菲利普-沙丘渗透仪和全尺寸渗透测试,评估了一个30米长的草地洼地剖面中渗透率的空间和时间分布。通过与草地洼地相邻的三个测压管连续监测地下水位,以评估非饱和带深度对洼地渗透能力的影响。结果表明,渗透率变化很大,从洼地底部的13毫米/小时到右侧斜坡的98毫米/小时不等,并突出了仅依靠渗透点测量时洼地容量可能被高估的情况。全尺寸渗透测试结果显示,洼地的总体渗透速率仅为4毫米/小时,低于文献中推荐的洼地适用性值。2022年至2024年间,渗透率下降了52%。实验结果表明,草地洼地有能力恢复其蓄水能力,并在完全排空后的15小时内应对随后的降雨事件。虽然研究结果没有显示洼地渗透率与非饱和带深度之间有很强的相关性,但结果强调了在有效雨水管理中平衡土壤渗透性和地下水保护的必要性。