Difference between revisions of "Bioretention: Performance"

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'''STEP are conducting a review of performance for many BMP types throughout 2018. This content will be updated shortly.'''
 +
 
 +
{|class="wikitable sortable"
 
|+ Performance of bioretention with internal water storage<ref>Liu J, Sample D, Bell C, Guan Y. Review and Research Needs of Bioretention Used for the Treatment of Urban Stormwater. Water. 2014;6(4):1069-1099. doi:10.3390/w6041069.</ref>
 
|+ Performance of bioretention with internal water storage<ref>Liu J, Sample D, Bell C, Guan Y. Review and Research Needs of Bioretention Used for the Treatment of Urban Stormwater. Water. 2014;6(4):1069-1099. doi:10.3390/w6041069.</ref>
 
|-  
 
|-  
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!style="background: darkcyan; color: white"|Media depth (cm)
 
!style="background: darkcyan; color: white"|Media depth (cm)
 
!style="background: darkcyan; color: white"|Internal water storage depth (cm)
 
!style="background: darkcyan; color: white"|Internal water storage depth (cm)
!style="background: darkcyan; color: white"|I/P*
+
!style="background: darkcyan; color: white"|I/P ratio
 
!style="background: darkcyan; color: white"|Runoff volume reduction (%)
 
!style="background: darkcyan; color: white"|Runoff volume reduction (%)
 
!style="background: darkcyan; color: white"|TSS reduction (%)
 
!style="background: darkcyan; color: white"|TSS reduction (%)
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|88% sand, 8% fines, 4% OM||180||150||47||97||99||99||99
 
|88% sand, 8% fines, 4% OM||180||150||47||97||99||99||99
 
|-
 
|-
!North Carolina<ref>Brown RA, Asce AM, Hunt WF, Asce M. Underdrain Configuration to Enhance Bioretention Exfiltration to Reduce Pollutant Loads. J Environ Eng. 2011;137(11):1082-1091. doi:10.1061/(ASCE)EE.1943-7870.0000437.</ref>
+
!rowspan="4"|North Carolina<ref>Brown RA, Asce AM, Hunt WF, Asce M. Underdrain Configuration to Enhance Bioretention Exfiltration to Reduce Pollutant Loads. J Environ Eng. 2011;137(11):1082-1091. doi:10.1061/(ASCE)EE.1943-7870.0000437.</ref>
|rowspan="4"|96% sand, 4% fines|
+
|rowspan="4"|96% sand, 4% fines||rowspan="2"|110||88||rowspan="2"|12||89||rowspan="4"|58||rowspan="4"|58||rowspan="4"|-10
|rowspan="2"|110||88|
+
|-
|rowspan="2"|12||89|
+
|58||93
|rowspan="4"|58
+
|-
|rowspan="4"|58
+
|rowspan="2"|96||72||rowspan="2"|13||98
|rowspan="4"|-10
+
|-
|}
+
|42||100
 
+
|-
 
+
!North Carolina<ref>Li H, Sharkey LJ, Hunt WF, Davis AP. Mitigation of Impervious Surface Hydrology Using Bioretention in North Carolina and Maryland. J Hydrol Eng. 2009;14(4):407-415. doi:10.1061/(ASCE)1084-0699(2009)14:4(407).</ref>
<tr><td class="text-center">58</td>
+
|loamy sand, 3% OM||120||60||20||99||-||-||-
        <td class="text-center">93</td>
+
|-
        </tr>
+
!rowspan="2"|North Carolina<ref>Brown RA, Hunt WF. Bioretention Performance in the Upper Coastal Plain of North Carolina. In: Low Impact Development for Urban Ecosystem and Habitat Protection. Reston, VA: American Society of Civil Engineers; 2008:1-10. doi:10.1061/41009(333)95.</ref>
<tr><td rowspan=2 class="text-center">96</td>
+
|rowspan="2"|98% sand, 2% fines||90||30||12||90||-||-||-
        <td class="text-center">72</td>
+
|-
        <td rowspan=2 class="text-center">13</td>
+
|90||60||12||98||-||-||-
        <td class="text-center">98</td>
+
|-
        </tr>
+
!rowspan="2"|North Carolina<ref>Passeport E, Hunt WF, Line DE, Smith RA, Brown RA. Field Study of the Ability of Two Grassed Bioretention Cells to Reduce Storm-Water Runoff Pollution. J Irrig Drain Eng. 2009;135(4):505-510. doi:10.1061/(ASCE)IR.1943-4774.0000006.</ref>
<tr><td class="text-center">42</td>
+
|rowspan="2"|15% sand, 80% fines, 5% OM||60||45||68||-||-||54||63
        <td class="text-center">100</td>
+
|-
        </tr>
+
|90||75||68||-||-||54||58
<tr><td class="text-center">North Carolina<ref>Li H, Sharkey LJ, Hunt WF, Davis AP. Mitigation of Impervious Surface Hydrology Using Bioretention in North Carolina and Maryland. J Hydrol Eng. 2009;14(4):407-415. doi:10.1061/(ASCE)1084-0699(2009)14:4(407).</ref></td>
+
|}
            <td class="text-center">loamy sand, 3% OM</td>
 
            <td class="text-center">120</td>
 
            <td class="text-center">60</td>
 
            <td class="text-center">20</td>
 
            <td class="text-center">>99</td>
 
            <td class="text-center">-</td>
 
            <td class="text-center">-</td>
 
            <td class="text-center">-</td>
 
        </tr>
 
<tr><td rowspan=2 class="text-center">North Carolina<ref>Brown RA, Hunt WF. Bioretention Performance in the Upper Coastal Plain of North Carolina. In: Low Impact Development for Urban Ecosystem and Habitat Protection. Reston, VA: American Society of Civil Engineers; 2008:1-10. doi:10.1061/41009(333)95.</ref></td>
 
<td rowspan=2 class="text-center">98% sand, 2% fines</td>
 
        <td class="text-center">90</td>
 
        <td class="text-center">30</td>
 
        <td class="text-center">12</td>
 
        <td class="text-center">90</td>
 
        <td class="text-center">-</td>
 
        <td class="text-center">-</td>
 
        <td class="text-center">-</td>
 
        </tr>
 
<tr><td class="text-center">90</td>
 
        <td class="text-center">60</td>
 
        <td class="text-center">12</td>
 
        <td class="text-center">98</td>
 
        <td class="text-center">-</td>
 
        <td class="text-center">-</td>
 
        <td class="text-center">-</td>
 
        </tr>
 
<tr><td rowspan=2 class="text-center">North Carolina<ref>Passeport E, Hunt WF, Line DE, Smith RA, Brown RA. Field Study of the Ability of Two Grassed Bioretention Cells to Reduce Storm-Water Runoff Pollution. J Irrig Drain Eng. 2009;135(4):505-510. doi:10.1061/(ASCE)IR.1943-4774.0000006.</ref></td>
 
<td rowspan=2 class="text-center">15% sand, 80% fines, 5% OM</td>
 
        <td class="text-center">60</td>
 
        <td class="text-center">45</td>
 
        <td class="text-center">68</td>
 
        <td class="text-center">-</td>
 
        <td class="text-center">-</td>
 
        <td class="text-center">54</td>
 
        <td class="text-center">63</td>
 
        </tr>
 
<tr><td class="text-center">90</td>
 
        <td class="text-center">75</td>
 
        <td class="text-center">68</td>
 
        <td class="text-center">-</td>
 
        <td class="text-center">-</td>
 
        <td class="text-center">54</td>
 
        <td class="text-center">58</td>
 
        </tr>
 
    </table>
 
  *Impervious/Pervious ratio, i.e. the area of catchment divided by surface area of the cell
 
</table>
 
 
 
 
 
==References==
 
<em><references /></em>
 
 
 
  
<strong>For review</strong>
+
===For review===
 
*http://ascelibrary.org/doi/10.1061/%28ASCE%29EE.1943-7870.0000876 (pollutants)
 
*http://ascelibrary.org/doi/10.1061/%28ASCE%29EE.1943-7870.0000876 (pollutants)
 
*http://ascelibrary.org/doi/abs/10.1061/9780784413883.003 (maturation)
 
*http://ascelibrary.org/doi/abs/10.1061/9780784413883.003 (maturation)
Line 101: Line 50:
 
*https://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/STONE%20THESIS%20FINAL.pdf (modified biomedia)
 
*https://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/STONE%20THESIS%20FINAL.pdf (modified biomedia)
 
*http://www.mdpi.com/2073-4441/5/1/13/htm (cold climate)
 
*http://www.mdpi.com/2073-4441/5/1/13/htm (cold climate)
 +
----
 +
[[Category: Performance]]

Latest revision as of 01:17, 9 March 2018

STEP are conducting a review of performance for many BMP types throughout 2018. This content will be updated shortly.

Performance of bioretention with internal water storage[1]
Location Filter media composition Media depth (cm) Internal water storage depth (cm) I/P ratio Runoff volume reduction (%) TSS reduction (%) TN reduction (%) TP reduction (%)
Montréal[2] 88% sand, 8% fines, 4% OM 180 150 47 97 99 99 99
Virginia[3] 88% sand, 8% fines, 4% OM 180 150 47 97 99 99 99
North Carolina[4] 96% sand, 4% fines 110 88 12 89 58 58 -10
58 93
96 72 13 98
42 100
North Carolina[5] loamy sand, 3% OM 120 60 20 99 - - -
North Carolina[6] 98% sand, 2% fines 90 30 12 90 - - -
90 60 12 98 - - -
North Carolina[7] 15% sand, 80% fines, 5% OM 60 45 68 - - 54 63
90 75 68 - - 54 58

For review[edit]


  1. Liu J, Sample D, Bell C, Guan Y. Review and Research Needs of Bioretention Used for the Treatment of Urban Stormwater. Water. 2014;6(4):1069-1099. doi:10.3390/w6041069.
  2. Géhéniau N, Fuamba M, Mahaut V, Gendron MR, Dugué M. Monitoring of a Rain Garden in Cold Climate: Case Study of a Parking Lot near Montréal. J Irrig Drain Eng. 2015;141(6):4014073. doi:10.1061/(ASCE)IR.1943-4774.0000836.
  3. DeBusk KM, Wynn TM. Storm-Water Bioretention for Runoff Quality and Quantity Mitigation. J Environ Eng. 2011;137(9):800-808. doi:10.1061/(ASCE)EE.1943-7870.0000388.
  4. Brown RA, Asce AM, Hunt WF, Asce M. Underdrain Configuration to Enhance Bioretention Exfiltration to Reduce Pollutant Loads. J Environ Eng. 2011;137(11):1082-1091. doi:10.1061/(ASCE)EE.1943-7870.0000437.
  5. Li H, Sharkey LJ, Hunt WF, Davis AP. Mitigation of Impervious Surface Hydrology Using Bioretention in North Carolina and Maryland. J Hydrol Eng. 2009;14(4):407-415. doi:10.1061/(ASCE)1084-0699(2009)14:4(407).
  6. Brown RA, Hunt WF. Bioretention Performance in the Upper Coastal Plain of North Carolina. In: Low Impact Development for Urban Ecosystem and Habitat Protection. Reston, VA: American Society of Civil Engineers; 2008:1-10. doi:10.1061/41009(333)95.
  7. Passeport E, Hunt WF, Line DE, Smith RA, Brown RA. Field Study of the Ability of Two Grassed Bioretention Cells to Reduce Storm-Water Runoff Pollution. J Irrig Drain Eng. 2009;135(4):505-510. doi:10.1061/(ASCE)IR.1943-4774.0000006.