Difference between revisions of "Bioswales: Performance"

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(Created page with "<p>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 simil...")
 
 
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<p>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. 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>
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.
<table table class="table table-condensed table-striped">>
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.  
    <tr class=s uccess>
{|class="wikitable"
        <th class="text-center">Design</th>
|-
        <th class="text-center">Location</th>
!Design
        <th class="text-center">Runoff reduction</th>
!Location
    </tr>
!Runoff reduction
    <tr>
|-
        <td class="text-center">No underdrain</td>
|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 %
        <td class="text-center">Washington</td>
|-
        <td class="text-center">98 %</td>
|No underdrain||United Kingdom||>94 %
    </tr>
|-
    <tr>
|With underdrain||Maryland<ref>https://www.pca.state.mn.us/sites/default/files/p-gen3-14g.pdf</ref>||46 - 54 %
        <td class="text-center">No underdrain</td>
|-
        <td class="text-center">United Kingdom</td>
|colspan="2"|<strong>Runoff reduction estimate</strong>||<strong>85 %</strong>
        <td class="text-center">94 %</td>
|}
    </tr>
    <tr>
        <td class="text-center">With underdrain</td>
        <td class="text-center">Maryland</td>
        <td class="text-center">46 - 54 %</td>
    </tr>
    <tr>
        <td colspan=2 class="text-right">Runoff reduction estimate</td>
        <td class="text-center">85%</td>
    </tr>
</table>

Latest revision as of 17:25, 23 July 2020

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. 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.

Design Location Runoff reduction
No underdrain Washington[1] >98 %
No underdrain United Kingdom >94 %
With underdrain Maryland[2] 46 - 54 %
Runoff reduction estimate 85 %
  1. 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.
  2. https://www.pca.state.mn.us/sites/default/files/p-gen3-14g.pdf