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| | While few field studies of the pollutant removal capacity of bioswales are available from cold climate regions like Ontario, it can be assumed that they would perform similar to [[bioretention cells]]. | | While few field studies of the pollutant removal capacity of bioswales are available from cold climate regions like Ontario, it can be assumed that they would perform similar to [[bioretention cells]]. |
| | Bioretention provides effective removal for many pollutants as a result of sedimentation, filtering, plant uptake, soil adsorption, and microbial processes. It is important to note that there is a relationship between the water balance and water quality functions. | | Bioretention provides effective removal for many pollutants as a result of sedimentation, filtering, plant uptake, soil adsorption, and microbial processes. It is important to note that there is a relationship between the water balance and water quality functions. |
| − | If a bioswale infiltrates and evaporates 100% of the flow from a site, then there is essentially no pollution leaving the site in surface runoff. Furthermore, treatment of infiltrated runoff will continue to occur as it moves through the native soils. </p> | + | If a bioswale infiltrates and evaporates 100% of the flow from a site, then there is essentially no pollution leaving the site in surface runoff. Furthermore, treatment of infiltrated runoff will continue to occur as it moves through the native soils. |
| − | {|class="wikitable" style="background: none; border; 2px solid orange;" | + | {|class="wikitable" |
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| | !Design | | !Design |
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| | !Runoff reduction | | !Runoff reduction |
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| − | |No underdrain||Washington||>98 % | + | |No underdrain||Washington<ref>Horner RR, Lim H, Burges SJ. HYDROLOGIC MONITORING OF THE SEATTLE ULTRA-URBAN STORMWATER MANAGEMENT PROJECTS: SUMMARY OF THE 2000-2003 WATER YEARS. Seattle; 2004. http://citeseerx.ist.psu.edu/viewdoc/download?doi=10.1.1.365.8665&rep=rep1&type=pdf. Accessed August 11, 2017.</ref>||>98 % |
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| | |No underdrain||United Kingdom||>94 % | | |No underdrain||United Kingdom||>94 % |
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| − | |With underdrain||Maryland||46 - 54 % | + | |With underdrain||Maryland<ref>https://www.pca.state.mn.us/sites/default/files/p-gen3-14g.pdf</ref>||46 - 54 % |
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| | |colspan="2"|<strong>Runoff reduction estimate</strong>||<strong>85 %</strong> | | |colspan="2"|<strong>Runoff reduction estimate</strong>||<strong>85 %</strong> |
| | |} | | |} |