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- W2510164192 abstract "Rain gardens are stormwater control measures (SCMs) that control runoff volume and mitigate pollutants through infiltration and evapotranspiration. Many states have developed manuals to aid in the design and construction of SCMs, including rain gardens. Delaware’s manual, the Delaware urban runoff management model, recommends that the following soil mixture be used in rain gardens to achieve percolation within 48 hours of the rain event: 50% construction sand, 20-30% topsoil, and 20-30% mulch. The engineered soils that were designed to meet the Delaware soil mix criterion in two failed rain gardens and two samples of native soils in a tract development in Glasgow, Delaware were examined for this paper. The soils were classified according to the USDA (common in stormwater design) and USCS (common in geotechnical design) classification systems. In addition, the saturated hydraulic conductivity and the soil water characteristic curves were determined. Soil samples from both failed rain gardens were classified as clayey sands (SC), while the native soil samples were classified as silty sands (SM). Soils in the failed rain gardens also had lower hydraulic conductivities compared to the native soils. The presence of clays in the engineered soils of the failed rain gardens impaired their ability to infiltrate, resulting in an unusually long residence time of the captured stormwater. This case study highlights the importance of testing native soils at a proposed site and re-using them if their infiltration capacity is appropriate. In this case, the acceptable native soils were replaced with an inadequate soil mixture resulting in an inferior performance and added expense." @default.
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- W2510164192 date "2016-08-08" @default.
- W2510164192 modified "2023-10-14" @default.
- W2510164192 title "Forensic Analyses of Two Failed Rain Gardens in a Tract Development in Glasgow, Delaware" @default.
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- W2510164192 doi "https://doi.org/10.1061/9780784480175.005" @default.
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