Related Experiment Video
Updated: Aug 5, 2026

Design and Construction of an Urban Runoff Research Facility
Published on: August 8, 2014
Grassed swales for stormwater pollution control during rain and snowmelt
1Technical Department, Division of Water and Wastewater distribution, Luleå Municipality, S-971 85 Luleå, Sweden. magnus.backstrom@tekn.lulea.se
Abstract:
The retention of suspended solids, particles and heavy metals in different grassed swales during rain events and snowmelt is discussed. The experimental results derived from investigations performed in existing grassed swales in the Luleå region, Northern Sweden. During high pollutant loading rates, grassed swales retain significant amounts of pollutants, mainly due to sedimentation of particulate matter. Low to moderate removal efficiencies could be expected for heavy metals, especially metals in solution (i.e. the dissolved phase). When grassed swales receive urban runoff with low pollutant concentrations, they may release rather than retain pollutants. Swales are important snow deposit areas in the city and particle bound pollutants do to a large extent remain in the swale after snowmelt. However, dissolved pollutants (i.e. dissolved heavy metals) are likely to escape the swale with the melt water. Grassed swales may be regarded as facilities that even out the peaks in pollutant loads without being capable of producing consistent high removal rates. This suggests that swales should be considered as primary treatment devices. Possible design parameters for grassed swales are mean hydraulic detention time, surface loading rate or specific swale area.
Related Concept Videos
Design Example: Maintaining Level of an Embankment
Conservation of Mass in Moving, Nondeforming Control Volume
In the context of a detention basin, the conservation of mass states that the total mass of water entering the basin must equal the mass leaving the basin plus any accumulation of...
Gradually Varying Flow
Underflow Gates
Design Example: Design of an Irrigation Channel
Design Example: Analyzing Capacity Contours for Flood Risk Assessment

