Difference between revisions of "Peak discharge (cfs)"
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| − | + | <font size=3>'''Peak discharge (cfs)'''</font size><br> | |
| − | + | Link to this [[Peak discharge (cfs)|table]] | |
| − | Link to this [[Peak discharge (cfs)|table]] | ||
<table class="sortable"> | <table class="sortable"> | ||
<tr> | <tr> | ||
| − | <th> | + | <th> </th> |
| − | <th colspan= | + | <th colspan=5>Outflow rate (cfs) based on different outlet configurations</th> |
</tr> | </tr> | ||
<tr> | <tr> | ||
<th>Design rainfall event</th> | <th>Design rainfall event</th> | ||
<th>Pre-development</th> | <th>Pre-development</th> | ||
| − | <th>1-yr 24-hr | + | <th>1-yr 24-hr Instantaneous volume</th> |
<th>1-yr 24-hr routed (R124)</th> | <th>1-yr 24-hr routed (R124)</th> | ||
| − | <th>Development 2-yr 24-hr peak | + | <th>Development 2-yr 24-hr peak Instantaneous volume</th> |
<th>Development 2-yr 24-hr peak routed (R224)</th> | <th>Development 2-yr 24-hr peak routed (R224)</th> | ||
</tr> | </tr> | ||
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<td>29.1</td> | <td>29.1</td> | ||
<td>81.5</td> | <td>81.5</td> | ||
| − | <td>29.1/td> | + | <td>29.1</td> |
<td>81.4</td> | <td>81.4</td> | ||
</tr> | </tr> | ||
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</table> | </table> | ||
| − | + | <noinclude>[[Category:Level 3 - General information, reference, tables, images, and archives/Tables/Hydrology and geology]]</noinclude> | |
| − | [[ | ||
Latest revision as of 22:09, 6 August 2022
Peak discharge (cfs)
Link to this table
| Outflow rate (cfs) based on different outlet configurations | |||||
|---|---|---|---|---|---|
| Design rainfall event | Pre-development | 1-yr 24-hr Instantaneous volume | 1-yr 24-hr routed (R124) | Development 2-yr 24-hr peak Instantaneous volume | Development 2-yr 24-hr peak routed (R224) |
| 1-yr 24-hr (2.4 inches) | 6.7 | 4.22 | 2.1 | 3.9 | 4.9 |
| 2-yr 24-hr (2.8 inches) | 11.6 | 4.9 | 6.7 | 4.5 | 5.7 |
| 10-yr 24-hr (4.2 inches) | 36.7 | 11.2 | 36.8 | 11.0 | 35.5 |
| 100-yr 24-hr (6.0 inches) | 81.8 | 29.1 | 81.5 | 29.1 | 81.4 |
This page was last edited on 6 August 2022, at 22:09.