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[[File:Pdf image.png|100px|thumb|left|alt=pdf image|<font size=3>[ Download pdf]</font size>]]
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[[File:Pdf image.png|100px|thumb|left|alt=pdf image|<font size=3>[https://stormwater.pca.state.mn.us/index.php?title=File:Multiple_benefits_of_swales_-_Minnesota_Stormwater_Manual_nov_2022.pdf Download pdf]</font size>]]
 
[[File:Dry swale.jpg|300 px|thumb|alt=photo of a dry swale|<font size=3>Photo of a dry swale. Courtesy of Limnotech.</font size>]]
 
[[File:Dry swale.jpg|300 px|thumb|alt=photo of a dry swale|<font size=3>Photo of a dry swale. Courtesy of Limnotech.</font size>]]
 
[[File:General information page image.png|left|100px|alt=image]]
 
[[File:General information page image.png|left|100px|alt=image]]
 
[[File:Wet swale.jpg|300 px|thumb|alt=photo of a wet swale|<font size=3>Photo of a wet swale. Courtesy of Limnotech.</font size>]]
 
[[File:Wet swale.jpg|300 px|thumb|alt=photo of a wet swale|<font size=3>Photo of a wet swale. Courtesy of Limnotech.</font size>]]
[[File:Step pool.jpg|300px|thumb|alt=image of step pool|<font size=3>Stormwater step pool. Courtesy of Limnotech.</font size>]]
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[[File:Step pool.jpg|300px|left|thumb|alt=image of step pool|<font size=3>Stormwater step pool. Courtesy of Limnotech.</font size>]]
  
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 (A or B soils), runoff infiltrates into underlying soils. In less permeable soils, runoff is treated by engineered soil 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.
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The benefits delivered by vegetated swales depend on the type of swale. Swale types include dry swales, wet swales, and step-pools.
  
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 [https://stormwater.pca.state.mn.us/index.php?title=Bioretention_terminology#General_discussion_of_types_of_bioretention_BMPs biofiltration] or [https://stormwater.pca.state.mn.us/index.php?title=Stormwater_wetlands 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 [https://stormwater.pca.state.mn.us/index.php?title=Water_quality_criteria water quality volume] within a series of cells created by the check dams. Wet swales planted with [https://stormwater.pca.state.mn.us/index.php?title=Plants_for_swales emergent wetland plant species] provide improved pollutant removal. Wet swales may be used as [[Pretreatment|pretreatment]] practices. Wet swales are commonly used for drainage areas less than 5 acres in size.
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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 <span title="A perennial plant or simply perennial is a plant that lives more than two years"> '''perennial'''</span> grasses. Dry swales may be constructed as filtration or infiltration practices, depending on soils. If soils are highly permeable (<span title="A soil classification system (Natural Resource Conservation System) based on runoff potential. Groups include A soils (coarse textured with very low runoff potential), B soils (medium coarse textured with low runoff potential), C soils (fine to moderate textured with moderate runoff potential), and D soils (fine textured with high runoff potential)."> '''[https://stormwater.pca.state.mn.us/index.php?title=Design_infiltration_rates hydrologic soil group]'''</span> A or B soils), runoff infiltrates into underlying soils. In less permeable soils, runoff is treated by <span title="Engineered media is a mixture of sand, fines (silt, clay), organic matter, and occasionally other amendments (e.g. iron) utilized in stormwater practices, most frequently in bioretention practices. The media is typically designed to have a rapid infiltration rate, attenuate pollutants, and allow for plant growth."> [https://stormwater.pca.state.mn.us/index.php?title=Design_criteria_for_bioretention#Materials_specifications_-_filter_media '''engineered media''']</span> and flows into an <span title="An underground drain or trench with openings through which the water may percolate from the soil or ground above"> '''underdrain'''</span>, which conveys treated runoff back to the conveyance system further downstream. <span title="A check dam is a structure installed perpendicular to flow in a natural or manmade conveyance channel to reduce flow velocity. By slowing flow velocities, check dams can serve multiple functions including reduction of channel scour and erosion, enhancement of sediment trapping, and greater treatment of the water quality control volume via enhanced water detention or retention. Typical check dam materials include rock, earth, wood, and concrete. "> '''Check dams'''</span> 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.
  
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.
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Wet swales occur when the <span title="The water table is the upper surface of the zone of saturation. The zone of saturation is where the pores and fractures of the ground are saturated with water. ... Below the water table, in the phreatic zone (zone of saturation), layers of permeable rock that yield groundwater are called aquifers."> '''water table'''</span> 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 [https://stormwater.pca.state.mn.us/index.php?title=Bioretention_terminology#General_discussion_of_types_of_bioretention_BMPs biofiltration] or [https://stormwater.pca.state.mn.us/index.php?title=Stormwater_wetlands 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 [https://stormwater.pca.state.mn.us/index.php?title=Water_quality_criteria water quality volume] within a series of cells created by the check dams. Wet swales planted with [https://stormwater.pca.state.mn.us/index.php?title=Plants_for_swales emergent wetland plant species] provide improved pollutant removal. Wet swales may be used as <span title="Pretreatment reduces maintenance and prolongs the lifespan of structural stormwater BMPs by removing trash, debris, organic materials, coarse sediments, and associated pollutants prior to entering structural stormwater BMPs. Implementing pretreatment devices also improves aesthetics by capturing debris in focused or hidden areas. Pretreatment practices include settling devices, screens, and pretreatment vegetated filter strips."> [https://stormwater.pca.state.mn.us/index.php?title=Pretreatment '''pretreatment''']</span> practices. Wet swales are commonly used for drainage areas less than 5 acres in size.
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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 [https://en.wikipedia.org/wiki/Rosgen_Stream_Classification 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 ([https://www.aacounty.org/departments/public-works/wprp/reports-publications/SPSCdraftunderreview.pdf Anne Arundel County, 2009]). Stormwater step pools are designed with a wide variety of <span title="A species that has been observed in the form of a naturally occurring and self-sustaining population in historical times. Non-natives do not meet this definition."> '''native plant species'''</span> 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 and multiple benefits==
 
<span title="Green stormwater infrastructure is designed to mimic nature and capture rainwater where it falls. Green infrastructure reduces and treats stormwater at its source while while also providing multiple community benefits such as improvements in water quality, reduced flooding, habitat, carbon capture, etc."> '''Green infrastructure'''</span> (GI) encompasses a wide array of practices, including stormwater management. <span title="Green stormwater infrastructure (GSI) describes practices that use natural systems (or engineered systems that mimic or use natural processes) to capture, clean, and infiltrate stormwater; shade and cool surfaces and buildings; reduce flooding, create wildlife habitat; and provide other services that improve environmental quality and communities’ quality of life. (City of Tucson)"> '''Green stormwater infrastructure'''</span> (GSI) encompasses a variety of practices primarily designed for managing stormwater runoff but that provide additional benefits such as habitat or aesthetic value.
 
<span title="Green stormwater infrastructure is designed to mimic nature and capture rainwater where it falls. Green infrastructure reduces and treats stormwater at its source while while also providing multiple community benefits such as improvements in water quality, reduced flooding, habitat, carbon capture, etc."> '''Green infrastructure'''</span> (GI) encompasses a wide array of practices, including stormwater management. <span title="Green stormwater infrastructure (GSI) describes practices that use natural systems (or engineered systems that mimic or use natural processes) to capture, clean, and infiltrate stormwater; shade and cool surfaces and buildings; reduce flooding, create wildlife habitat; and provide other services that improve environmental quality and communities’ quality of life. (City of Tucson)"> '''Green stormwater infrastructure'''</span> (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 ([https://www.interreg-central.eu/Content.Node/Definitions.html link here fore more information]). 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]].
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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]].
  
 
{| class="wikitable" style="float:right; margin-left: 10px; width:500px;"
 
{| class="wikitable" style="float:right; margin-left: 10px; width:500px;"
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| Water quantity/supply || <font size=4><center>&#9684;</center></font size> || Rate control, flooding benefit.
 
| Water quantity/supply || <font size=4><center>&#9684;</center></font size> || Rate control, flooding benefit.
 
|-
 
|-
| Energy savings || <font size=4><center>&#9684;</center></font size> ||  
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| Energy savings || <center>&#9711;</center> ||  
 
|-
 
|-
 
| Climate resiliency || <font size=4><center>&#9684;</center></font size> || Provides some rate control. Impacts on carbon sequestration are uncertain.
 
| Climate resiliency || <font size=4><center>&#9684;</center></font size> || Provides some rate control. Impacts on carbon sequestration are uncertain.
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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.
 
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.
  
*[https://stormwater.pca.state.mn.us/index.php?title=Water_quality_benefits_of_Green_Stormwater_Infrastructure '''Water quality''']:  
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*[https://stormwater.pca.state.mn.us/index.php?title=Water_quality_benefits_of_Green_Stormwater_Infrastructure '''Water quality''']: ([https://ascelibrary.org/doi/abs/10.1061/41009(333)99])
*[https://stormwater.pca.state.mn.us/index.php?title=Water_quantity_and_hydrology_benefits_of_Green_Stormwater_Infrastructure '''Water quantity and hydrology''']:  
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**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.
*'''Energy''':
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**Wet swales: Wet swales are generally ineffective for water quality treatment.
*[https://stormwater.pca.state.mn.us/index.php?title=Climate_benefits_of_Green_Stormwater_Infrastructure '''Climate resiliency''']:  
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**Step pools: Similar to dry swales, step pools can provide effective water quality treatment when impermeable check dams are employed on permeable soils.
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*[https://stormwater.pca.state.mn.us/index.php?title=Water_quantity_and_hydrology_benefits_of_Green_Stormwater_Infrastructure '''Water quantity and hydrology''']: ([https://ascelibrary.org/doi/abs/10.1061/41009(333)99])
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**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.
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*[https://stormwater.pca.state.mn.us/index.php?title=Climate_benefits_of_Green_Stormwater_Infrastructure '''Climate resiliency''']: As discussed above, the type and configuration of swales varies widely and affects the benefits delivered by the practice.
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**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.
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**Wet swales provide some rate control to help mitigate flood potential.
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**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 ([https://www.sciencedirect.com/science/article/abs/pii/S0925857413000335]; [https://ascelibrary.org/doi/abs/10.1061/9780784413197.028]; [https://www.sciencedirect.com/science/article/abs/pii/S1364032118305057]; [https://www.sciencedirect.com/science/article/pii/S092585741300222X?casa_token=FRK04H2gSLoAAAAA:CPjmkrR0zKYmLKtZP5VH_hSQdCuo1MoTtIdQbAv6pzSvXz2UD6uAbc_n1yww1oq1BroIsfx4ng])
 
*[https://stormwater.pca.state.mn.us/index.php?title=Air_quality_benefits_of_Green_Stormwater_Infrastructure '''Air quality''']: benefits are largely indirect, such as carbon sequestration; potential concerns with improperly maintained wetlands releasing methane.
 
*[https://stormwater.pca.state.mn.us/index.php?title=Air_quality_benefits_of_Green_Stormwater_Infrastructure '''Air quality''']: benefits are largely indirect, such as carbon sequestration; potential concerns with improperly maintained wetlands releasing methane.
*[https://stormwater.pca.state.mn.us/index.php?title=Wildlife_habitat_and_biodiversity_benefits_of_Green_Stormwater_Infrastructure '''Habitat improvement''']:  
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*[https://stormwater.pca.state.mn.us/index.php?title=Wildlife_habitat_and_biodiversity_benefits_of_Green_Stormwater_Infrastructure '''Habitat improvement''']:
*[https://stormwater.pca.state.mn.us/index.php?title=Social_benefits_of_Green_Stormwater_Infrastructure '''Community livability''']:  
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**Habitat benefits of swales are a function of the vegetation incorporated into the design. Native plants, particularly grasses, provide habitat for birds and insects, including pollinators and invertebrates, and for small mammals.
*[https://stormwater.pca.state.mn.us/index.php?title=Social_benefits_of_Green_Stormwater_Infrastructure '''Health benefits''']:  
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**Habitat benefits vary significantly between wet and dry swales because of the differing vegetation. [https://stormwater.pca.state.mn.us/index.php?title=Green_Infrastructure_benefits_of_constructed_wetlands#Green_Infrastructure_benefits_of_constructed_wetlands Wet swales provide habitat benefits similar to those for near-shore and littoral areas in constructed ponds and wetlands], while dry swales typically provide habitat for upland or transition species that can tolerate dry and wet conditions. For more information on vegetation for swales, see [[Plants for swales]].
*[https://stormwater.pca.state.mn.us/index.php?title=Economic_benefits_of_Green_Stormwater_Infrastructure '''Economic benefits and savings''']:  
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*[https://stormwater.pca.state.mn.us/index.php?title=Social_benefits_of_Green_Stormwater_Infrastructure '''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.
*'''Macroscale benefits''':
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*[https://stormwater.pca.state.mn.us/index.php?title=Social_benefits_of_Green_Stormwater_Infrastructure '''Health benefits''']: Green spaces may improve mental and physical health for residents and reduce crime ([https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5663018/ Barton and Rogerson], 2017).
 +
*[https://stormwater.pca.state.mn.us/index.php?title=Social_benefits_of_Green_Stormwater_Infrastructure '''Economic savings''']: Properly designed and integrated bioswale practices provide life cycle cost savings. Well designed and maintained bioswales practices may increase property values.
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*'''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==
 
==Design considerations for vegetated swales==
[[File: Photo 2 of stormwater wetland.jpg|right|thumb|300 px|alt=This photo shows a an example of a stormwater wetland|<font size=3>Example of a stormwater wetland in a largely undeveloped area. Constructed wetlands in developing areas offer potential to incorporate many of the design features discussed in this section.</font size>]]
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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.
  
Maximizing specific green infrastructure (GI) benefits of constructed ponds 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.
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{{alert|The following discussion focuses on design considerations. All benefits delivered by the practice require appropriate construction, operation, and maintenance of the practice. O&M considerations should be included during the design phase of a project. For information on O&M for GSI practices, see [[Operation and maintenance of green stormwater infrastructure best management practices]]|alert-warning}}
*Water quality ([https://lcau.mit.edu/sites/lcau.mit.edu/files/attachments/project/Design%20Guidelines_Web%20Version.pdf Balderas-Guzman et al., 2018])
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*Water quality (Guzman et al., 2018; [https://www.sciencedirect.com/science/article/pii/S0043135412001406?casa_token=1FRCoY8pajoAAAAA:8ZAQDNwojU4fZjUJfQypQQLGR4bdrySQYd3BOUQ8Z0CNqC-0X1R8EymNULGP0cxt2-Wj4lVWhnQ]; [https://www.mdpi.com/2073-4441/10/2/134]).
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**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.
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**For infiltration swales (swales without an underdrain), use a high organic matter media to maximize pollutant removal
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**Utilize side slopes as pretreatment by incorporating appropriate vegetation and geometry (e.g. dense grass, increased surface roughness, gentler and longer slopes)
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**Select vegetation with dense root systems
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**For swales (swales with an underdrain), use a [https://stormwater.pca.state.mn.us/index.php?title=Design_criteria_for_bioretention#Addressing_phosphorus_leaching_concerns_with_media_mixes media mix that does not export phosphorus] or [https://stormwater.pca.state.mn.us/index.php?title=Soil_amendments_to_enhance_phosphorus_sorption use an amendment to attenuate phosphorus].
 
*Water quantity/supply
 
*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
 
*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
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**See water quantity/supply above for effects on flood control
 
*Habitat
 
*Habitat
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**Utilize perennial vegetation that provides habitat benefits, such as food, cover, and pollination potential.
 +
**Utilize a diversity of vegetation, including perennial grasses
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**Consider salt tolerance of vegetation when swales are used for conveying water in areas receiving chloride deicer applications
 
*Community livability
 
*Community livability
 +
**Choose locations for that enhance aesthetics but provide the conveyance function of swales
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**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
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**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
 
*Health benefits
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**Select vegetation with high <span title="Loss of water to the atmosphere as a result of the joint processes of evaporation and transpiration through vegetation"> '''evapotranspiration'''</span> rates to promote cooling
 
*Economic benefits ([https://www.nachi.org/constructedwetlands.htm Constructed Wetlands: The Economic Benefits of Runoff Controls National Association of Certified Home Inspectors])
 
*Economic benefits ([https://www.nachi.org/constructedwetlands.htm Constructed Wetlands: The Economic Benefits of Runoff Controls National Association of Certified Home Inspectors])
 +
**Well-designed swales can increase property values
  
 
==Recommended reading==
 
==Recommended reading==
 +
*[https://www.masterclass.com/articles/swale-definition Swale Definition: 5 Benefits of Drainage Swales in Landscaping] - MasterClass
  
 
==References==
 
==References==
 +
*Anne Arundel County. 2009. [https://www.aacounty.org/departments/public-works/wprp/reports-publications/SPSCdraftunderreview.pdf Regenerative Step Pool Storm Conveyance (SPSC)]
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*Barton, J., and M. Rogerson. 2017. [https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5663018/ The importance of greenspace for mental health]. BJPsych Int., 14(4): 79–81. doi: 10.1192/s2056474000002051.
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*Bouchard, N.R., D. L. Osmond, R. J. Winston, and W. F. Hunt. 2013. [https://www.sciencedirect.com/science/article/pii/S0925857413000335 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.
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*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. [https://www.mdpi.com/2073-4441/10/2/134 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. [https://www.sciencedirect.com/science/article/pii/S0043135412001406?casa_token=1FRCoY8pajoAAAAA:8ZAQDNwojU4fZjUJfQypQQLGR4bdrySQYd3BOUQ8Z0CNqC-0X1R8EymNULGP0cxt2-Wj4lVWhnQ 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.
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*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==
 
==Stormwater swales portals in the Minnesota Stormwater Manual==
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*[[Wet swale (wetland channel)]]
 
*[[Wet swale (wetland channel)]]
 
*[[High-gradient stormwater step-pool swale]]
 
*[[High-gradient stormwater step-pool swale]]
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[[Category:Level 2 - Management/Green infrastructure]]
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[[Category:Level 3 - Best management practices/Structural practices/Dry swale]]
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[[Category:Level 3 - Best management practices/Structural practices/Step pool‏‎]]
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[[Category:Level 3 - Best management practices/Structural practices/Wet swale‏‎]]

Latest revision as of 21:20, 16 February 2023

photo of a dry swale
Photo of a dry swale. Courtesy of Limnotech.
image
photo of a wet swale
Photo of a wet swale. Courtesy of Limnotech.
image of step pool
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.

Benefit Effectiveness Notes
Water quality
Primary benefit is retention of sediment and associated pollutants; nutrient cycling in properly functioning wetlands; may export phosphorus if not designed and maintained properly.
Water quantity/supply
Rate control, flooding benefit.
Energy savings
Climate resiliency
Provides some rate control. Impacts on carbon sequestration are uncertain.
Air quality
Habitat improvement
Use of perennial vegetation and certain media mixes promote invertebrate communities.
Community livability
Aesthetically pleasing and can be incorporated into a wide range of land use settings.
Health benefits
Economic savings
Generally provide cost savings vs. conventional practices over the life of the practice.
Macroscale benefits
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: ([1])
    • 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: ([2])
    • 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 ([3]; [4]; [5]; [6])
  • 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.

Caution: The following discussion focuses on design considerations. All benefits delivered by the practice require appropriate construction, operation, and maintenance of the practice. O&M considerations should be included during the design phase of a project. For information on O&M for GSI practices, see Operation and maintenance of green stormwater infrastructure best management practices
  • Water quality (Guzman et al., 2018; [7]; [8]).
    • 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
  • Habitat
    • 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

Recommended reading

References

Stormwater swales portals in the Minnesota Stormwater Manual

This page was last edited on 16 February 2023, at 21:20.