Difference between revisions of "Summary of recommended hydraulic conductivities of bioretention filter media"
(Created page with "<Font size=3>'''Summary of recommended hydraulic conductivities of bioretention filter media '''</font size><br> Link to this Summary of recommended hydraulic conductivities...") |
m |
||
| (7 intermediate revisions by the same user not shown) | |||
| Line 1: | Line 1: | ||
<Font size=3>'''Summary of recommended hydraulic conductivities of bioretention filter media | <Font size=3>'''Summary of recommended hydraulic conductivities of bioretention filter media | ||
'''</font size><br> | '''</font size><br> | ||
| − | Link to this [[Summary of recommended hydraulic conductivities of bioretention filter media | + | Link to this [[Summary of recommended hydraulic conductivities of bioretention filter media|table]]. |
| − | |table]]. | ||
<table class="sortable"> | <table class="sortable"> | ||
<tr> | <tr> | ||
<th>Publication</th> | <th>Publication</th> | ||
| − | <th>Hydraulic conductivity | + | <th>Hydraulic conductivity</th> |
</tr> | </tr> | ||
<tr> | <tr> | ||
| Line 13: | Line 12: | ||
<td>12.5 mm hr-1 (minimum)</td> | <td>12.5 mm hr-1 (minimum)</td> | ||
</tr> | </tr> | ||
| − | |||
<tr> | <tr> | ||
<td>California Bioretention TC-32 (CASQA, 2003) </td> | <td>California Bioretention TC-32 (CASQA, 2003) </td> | ||
<td>12.5 mm hr-1 (minimum)</td> | <td>12.5 mm hr-1 (minimum)</td> | ||
</tr> | </tr> | ||
| − | |||
<tr> | <tr> | ||
<td>City of Austin (2011)</td> | <td>City of Austin (2011)</td> | ||
<td>50.8 mm hr-1 (minimum)</td> | <td>50.8 mm hr-1 (minimum)</td> | ||
</tr> | </tr> | ||
| − | |||
<tr> | <tr> | ||
<td>USEPA (2004) </td> | <td>USEPA (2004) </td> | ||
<td>12.7 mm hr-1 (minimum)</td> | <td>12.7 mm hr-1 (minimum)</td> | ||
</tr> | </tr> | ||
| − | |||
<tr> | <tr> | ||
<td>FAWB (2009b)</td> | <td>FAWB (2009b)</td> | ||
<td>100 - 300 mm hr-1 (temperate climates) 100 - 500 mm hr-1 (tropical climates)</td> | <td>100 - 300 mm hr-1 (temperate climates) 100 - 500 mm hr-1 (tropical climates)</td> | ||
</tr> | </tr> | ||
| − | |||
<tr> | <tr> | ||
<td>Prince George’s County, Maryland (2007) </td> | <td>Prince George’s County, Maryland (2007) </td> | ||
<td>12.7 mm hr-1 (minimum)</td> | <td>12.7 mm hr-1 (minimum)</td> | ||
</tr> | </tr> | ||
| − | |||
<tr> | <tr> | ||
<td>The SUDS manual (Woods-Ballard et al. 2007) </td> | <td>The SUDS manual (Woods-Ballard et al. 2007) </td> | ||
<td>12.6 mm hr-1 </td> | <td>12.6 mm hr-1 </td> | ||
</tr> | </tr> | ||
| − | |||
<tr> | <tr> | ||
<td>North Carolina Cooperative Extension Service (Hunt and Lord 2006) </td> | <td>North Carolina Cooperative Extension Service (Hunt and Lord 2006) </td> | ||
<td>25.4 mm hr-1 (for nitrogen removal) 50.8 mm hr-1 (for phosphorus, metal and other pollutant removal) </td> | <td>25.4 mm hr-1 (for nitrogen removal) 50.8 mm hr-1 (for phosphorus, metal and other pollutant removal) </td> | ||
</tr> | </tr> | ||
| − | |||
<tr> | <tr> | ||
<td>Puget Sound Partnership (2009) Seattle Public Utilities (2011) </td> | <td>Puget Sound Partnership (2009) Seattle Public Utilities (2011) </td> | ||
| Line 55: | Line 46: | ||
</table> | </table> | ||
| − | [[Category: | + | <noinclude> |
| + | [[Category:Level 3 - General information, reference, tables, images, and archives/Tables/Trees, tree trench, tree box]] | ||
| + | [[Category:Level 3 - General information, reference, tables, images, and archives/Tables/Bioretention]] | ||
| + | [[Category:Level 3 - General information, reference, tables, images, and archives/Tables/Soil and soil properties]] | ||
| + | [[Category:Level 3 - General information, reference, tables, images, and archives/Tables/Media, compost, and media amendments]] | ||
| + | </noinclude> | ||
Latest revision as of 13:04, 3 August 2022
Summary of recommended hydraulic conductivities of bioretention filter media
Link to this table.
| Publication | Hydraulic conductivity |
|---|---|
| Auckland Council Rain Garden Construction Guide (2011) | 12.5 mm hr-1 (minimum) |
| California Bioretention TC-32 (CASQA, 2003) | 12.5 mm hr-1 (minimum) |
| City of Austin (2011) | 50.8 mm hr-1 (minimum) |
| USEPA (2004) | 12.7 mm hr-1 (minimum) |
| FAWB (2009b) | 100 - 300 mm hr-1 (temperate climates) 100 - 500 mm hr-1 (tropical climates) |
| Prince George’s County, Maryland (2007) | 12.7 mm hr-1 (minimum) |
| The SUDS manual (Woods-Ballard et al. 2007) | 12.6 mm hr-1 |
| North Carolina Cooperative Extension Service (Hunt and Lord 2006) | 25.4 mm hr-1 (for nitrogen removal) 50.8 mm hr-1 (for phosphorus, metal and other pollutant removal) |
| Puget Sound Partnership (2009) Seattle Public Utilities (2011) | 25.4 - 305 mm hr-1 |
Categories:
- Level 3 - General information, reference, tables, images, and archives/Tables/Trees, tree trench, tree box
- Level 3 - General information, reference, tables, images, and archives/Tables/Bioretention
- Level 3 - General information, reference, tables, images, and archives/Tables/Soil and soil properties
- Level 3 - General information, reference, tables, images, and archives/Tables/Media, compost, and media amendments
This page was last edited on 3 August 2022, at 13:04.