Photo of a dry swale. Courtesy of Limnotech.
Photo of a wet swale. Courtesy of Limnotech.
Stormwater step pool. Courtesy of Limnotech.
The benefits delivered by vegetated swales depend on the type of swale. Swale types include dry swales, wet swales, and step-pools.
Dry swales, sometimes called grass swales, are similar to bioretention cells but are configured as shallow, linear channels. They typically have vegetative cover such as turf or native perennial grasses. Dry swales may be constructed as filtration or infiltration practices, depending on soils. If soils are highly permeable ( hydrologic soil group A or B soils), runoff infiltrates into underlying soils. In less permeable soils, runoff is treated by engineered media and flows into an underdrain, which conveys treated runoff back to the conveyance system further downstream. Check dams incorporated into the swale design allow water to pool up and infiltrate into the underlying soil or engineered media, thus increasing the volume of water treated.
Wet swales occur when the water table is located very close to the surface or water does not readily drain out of the swale. A wet swale acts as a very long and linear shallow biofiltration or linear wetland treatment system. Wet swales do not provide volume reduction and have limited treatment capability. Incorporation of check dams into the design allows treatment of a portion or all of the water quality volume within a series of cells created by the check dams. Wet swales planted with emergent wetland plant species provide improved pollutant removal. Wet swales may be used as pretreatment practices. Wet swales are commonly used for drainage areas less than 5 acres in size.
Stormwater step pools are defined by its design features that address higher energy flows due to more dramatic slopes than dry or wet swales. Using a series of pools, riffle grade control, native vegetation and a sand seepage filter bed, flow velocities are reduced, treated, and, where applicable, infiltrated. to shallow groundwater. The physical characteristics of the stormwater step pools are similar to Rosgen A or B stream classification types, where “bedform occurs as a step/pool, cascading channel which often stores large amounts of sediment in the pools associated with debris dams” (Rosgen, 1996). These structures feature surface/subsurface runoff storage seams and an energy dissipation design that is aimed at attenuating the flow to a desired level through energy and hydraulic power equivalency principles (Anne Arundel County, 2009). Stormwater step pools are designed with a wide variety of native plant species depending on the hydraulic conditions and expected post-flow soil moisture at any given point within the stormwater step pool.
Green infrastructure and multiple benefits
Green infrastructure (GI) encompasses a wide array of practices, including stormwater management. Green stormwater infrastructure (GSI) encompasses a variety of practices primarily designed for managing stormwater runoff but that provide additional benefits such as habitat or aesthetic value.
There is no universal definition of GI or GSI. Consequently, the terms are often interchanged, leading to confusion and misinterpretation. GSI practices are designed to function as stormwater practices first (e.g. flood control, treatment of runoff, volume control), but they can provide additional benefits. Though designed for stormwater function, GSI practices, where appropriate, should be designed to deliver multiple benefits (often termed "multiple stacked benefits". For more information on green infrastructure, ecosystem services, and sustainability, link to Multiple benefits of green infrastructure and role of green infrastructure in sustainability and ecosystem services.
||Primary benefit is retention of sediment and associated pollutants; nutrient cycling in properly functioning wetlands; may export phosphorus if not designed and maintained properly.
||Rate control, flooding benefit.
||Provides some rate control. Impacts on carbon sequestration are uncertain.
||Use of perennial vegetation and certain media mixes promote invertebrate communities.
||Aesthetically pleasing and can be incorporated into a wide range of land use settings.
||Generally provide cost savings vs. conventional practices over the life of the practice.
||Individual practices are typically microscale, but multiple practices, when incorporated into a landscape design, provide macroscale benefits such as wildlife corridors.
|Level of benefit: ◯ - none; ◔ - small; ◑ - moderate; ◕ - large; ● - very high
Green Infrastructure benefits of vegetated swales
The benefits delivered by swales depends on the type of swale - dry, wet, or step pool. The following discussion distinguishes the benefits of each type of swale.
- Water quality: ()
- Dry swales: Water quality benefits of dry swales primarily depend on the presence or absence of check dams and underlying soils. When impermeable check dams are used on permeable soils (hydrologic group A or B soils), swales act as infiltration practices and provide water quality benefits similar to other infiltration practices. If check dams are permeable, swales provide water quality treatment through sedimentation processes. When check dams are absent, swales may provide some filtration of water by vegetation and some infiltration if underlying soils are permeable.
- Wet swales: Wet swales are generally ineffective for water quality treatment.
- Step pools: Similar to dry swales, step pools can provide effective water quality treatment when impermeable check dams are employed on permeable soils.
- Water quantity and hydrology: ()
- Swales without check dams convey stormwater and therefore provide limited hydrologic benefit, though on flatter slopes they provide some rate control. When check dams are employed, they can provide effective rate control if the check dams are permeable, or retention through infiltration if check dams are impermeable.
- Climate resiliency: As discussed above, the type and configuration of swales varies widely and affects the benefits delivered by the practice.
- With respect to flood control, dry swales and step pools with impermeable check dams over permeable soils allows retention of runoff through infiltration. Use of permeable check dams provides some rate control.
- Wet swales provide some rate control to help mitigate flood potential.
- Carbon density in swales appears to be similar to that found in native grassland soils. Wet swales may provide greater carbon density than dry swales, though the data are inconclusive. In most studies, carbon sequestration by grassed swales did not offset carbon loss from construction. However, grassed swales are among the most effective stormwater practices for sequestering carbon (; ; ; )
- Air quality: benefits are largely indirect, such as carbon sequestration; potential concerns with improperly maintained wetlands releasing methane.
- Habitat improvement:
- Community livability: Vegetated swales, or bioswales as they are often called, are an aesthetically pleasing practice that can easily be incorporated into various landscapes. A variety of vegetation can also be used, including perennial plants, shrubs, and trees in dry swales and wetland vegetation in wet swales.
- Health benefits: Green spaces may improve mental and physical health for residents and reduce crime (Barton and Rogerson, 2017).
- Economic savings: Properly designed and integrated bioswale practices provide life cycle cost savings. Well designed and maintained bioswales practices may increase property values.
- Macroscale benefits: Individual practices are typically microscale, but multiple practices, when incorporated into a landscape design, provide macroscale benefits such as wildlife corridors.
Design considerations for vegetated swales
Maximizing specific green infrastructure (GI) benefits of vegetated swales requires design considerations prior to constructing the practice. While site limitations cannot always be overcome, the following recommendations maximize the GI benefit of constructed ponds.
- Water quality (Guzman et al., 2018; ; ).
- If underlying soils are permeable (HSG A or B), incorporate impermeable check dams into the design to promote infiltration. For wet swales incorporate permeable check dams to slow water movement and enhance filtration of solids.
- For infiltration swales (swales without an underdrain), use a high organic matter media to maximize pollutant removal
- Utilize side slopes as pretreatment by incorporating appropriate vegetation and geometry (e.g. dense grass, increased surface roughness, gentler and longer slopes)
- Select vegetation with dense root systems
- For swales (swales with an underdrain), use a media mix that does not export phosphorus or use an amendment to attenuate phosphorus.
- Water quantity/supply
- If underlying soils are permeable, incorporate impermeable check dams into the design to promote infiltration.
- For wet swales incorporate permeable check dams to slow water movement (rate control)
- Climate resiliency
- Promote carbon sequestration by incorporating trees and shrubs when feasible
- Utilize deep-rooted, perennial vegetation to promote carbon sequestration
- Perennial grasses are preferred
- See water quantity/supply above for effects on flood control
- Utilize perennial vegetation that provides habitat benefits, such as food, cover, and pollination potential.
- Utilize a diversity of vegetation, including perennial grasses
- Consider salt tolerance of vegetation when swales are used for conveying water in areas receiving chloride deicer applications
- Community livability
- Choose locations for that enhance aesthetics but provide the conveyance function of swales
- Choose vegetation that mimics a native landscape, such as tall grass prairie or mixed woodland when trees and shrubs can be incorporated into the design
- Evaluate the placement of vegetation within the swale. Place plants at irregular intervals to replicate a natural setting. Trees should be placed on the perimeter of the area to provide shade and shelter from the wind. Trees and shrubs can be sheltered from damaging flows if they are placed away from the conveyance path. In cold climates, species that are more tolerant to cold winds, such as evergreens, should be placed in windier areas of the site.
- Health benefits
- Select vegetation with high evapotranspiration rates to promote cooling
- Economic benefits (Constructed Wetlands: The Economic Benefits of Runoff Controls National Association of Certified Home Inspectors)
- Well-designed swales can increase property values
- Anne Arundel County. 2009. Regenerative Step Pool Storm Conveyance (SPSC)
- Barton, J., and M. Rogerson. 2017. The importance of greenspace for mental health. BJPsych Int., 14(4): 79–81. doi: 10.1192/s2056474000002051.
- Bouchard, N.R., D. L. Osmond, R. J. Winston, and W. F. Hunt. 2013. The capacity of roadside vegetated filter strips and swales to sequester carbon. Ecological Engineering, Volume 54, Pages 227-232. https://doi.org/10.1016/j.ecoleng.2013.01.018.
- Guzman, C.B., S.R. Cohen, M.L. Machado, and T. Swingle. 2018. Island topographies to reduce short-circuiting in stormwater detention ponds and treatment wetlands. Ecological Engineering 117:182. DOI:10.1016/j.ecoleng.2018.02.020
- Jamil N.E.E., and A. P. Davis. 2008. Field Evaluation of Hydrologic and Water Quality Benefits of Grass Swales with Check Dams for Managing Highway Runoff. International Low Impact Development Conference. https://doi.org/10.1061/41009(333)99.
- Kaveheia, E., G.A. Jenkins, M.F. Adam, C. Lemckert. 2018. Carbon sequestration potential for mitigating the carbon footprint of green stormwater infrastructure. Renewable and Sustainable Energy Reviews Volume 94, Pages 1179-1191. https://doi.org/10.1016/j.rser.2018.07.002.
- Moore, T.L.C., and W. F. Hunt. 2013. Predicting the carbon footprint of urban stormwater infrastructure Ecological Engineering Volume 58, Pages 44-51. https://doi.org/10.1016/j.ecoleng.2013.06.021.
- Purvis, R.A., R.J. Winston, W.F. Hunt, B. Lipscomb, K. Narayanaswamy, A. McDaniel, M.S. Lauffer, and S. Libes. 2018. Evaluating the Water Quality Benefits of a Bioswale in Brunswick County, North Carolina (NC), USA. Water 2018, 10(2), 134; https://doi.org/10.3390/w10020134.
- Rosgen, D. (1996) Applied River Morphology. Wildland Hydrology, Pagosa Springs.
- Stagge, J.H., A.P. Davis, E. Jamil, and H. Kim. 2012. Performance of grass swales for improving water quality from highway runoff. Water Research, Volume 46, Issue 20, Pages 6731-6742. https://doi.org/10.1016/j.watres.2012.02.037.
- Winston, R.J, N. R. Bouchard, and W. F. Hunt. 2013. Carbon Sequestration by Roadside Filter Strips and Swales: A Field Study. Second Conference on Green Streets, Highways, and Development. DOI:10.1061/9780784413197.028.
Stormwater swales portals in the Minnesota Stormwater Manual