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Line 1: + + + + + + + + + + + + + + + + − <table class="table-responsive"> − <table class="table table-bordered"> − <caption><strong>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></strong></caption> − <tr class='success'> − <th class="text-center">Location</th> − <th class="text-center">Biomedia composition</th> − <th class="text-center">Media depth (cm)</th> − <th class="text-center">Internal water storage depth (cm)</th> − <th class="text-center">I/P*</th> − <th class="text-center">Runoff volume reduction (%)</th> − <th class="text-center">TSS reduction(%)</th> − <th class="text-center">TN reduction (%)</th> − <th class="text-center">TP reduction (%)</th> − </tr> − <tr><td class="text-center">Montréal<ref>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.</ref></td> − <td class="text-center">88% sand, 8% fines, 4% OM</td> − <td class="text-center">180</td> − <td class="text-center">150</td> − <td class="text-center">47</td> − <td class="text-center">97</td> − <td class="text-center">99</td> − <td class="text-center">99</td> − <td class="text-center">99</td></tr> − <tr><td class="text-center">Virginia<ref>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.</ref></td> − <td class="text-center">88% sand, 8% fines, 4% OM</td> − <td class="text-center">180</td> − <td class="text-center">150</td> − <td class="text-center">47</td> − <td class="text-center">97</td> − <td class="text-center">99</td> − <td class="text-center">99</td> − <td class="text-center">99</td></tr> Line 101:
Line 85: − ====References====+ + + − {{:Feedback}}+
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{|class="wikitable"
|+ 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>
|-
!style="background: darkcyan; color: white"|Location
!style="background: darkcyan; color: white"|Filter media composition
!style="background: darkcyan; color: white"|Media depth (cm)
!style="background: darkcyan; color: white"|Internal water storage depth (cm)
!style="background: darkcyan; color: white"|I/P*
!style="background: darkcyan; color: white"|Runoff volume reduction (%)
!style="background: darkcyan; color: white"|TN reduction (%)
!style="background: darkcyan; color: white"|TP reduction (%)
|-
!Montréal<ref>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.</ref>
|88% sand, 8% fines, 4% OM||180||150||47||97||99||99||99
!Virginia<ref>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.</ref>
|88% sand, 8% fines, 4% OM||180||150||47||97||99||99||99
<tr><td rowspan=4 class="text-center">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></td>
<tr><td rowspan=4 class="text-center">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></td>
<td rowspan=4 class="text-center">96% sand, 4% fines</td>
<td rowspan=4 class="text-center">96% sand, 4% fines</td>
*Impervious/Pervious ratio, i.e. the area of catchment divided by surface area of the cell
*Impervious/Pervious ratio, i.e. the area of catchment divided by surface area of the cell
</table>
</table>
==References==
<em><references /></em>
<em><references /></em>
<strong>For review</strong>
<strong>For review</strong>