Difference between revisions of "Peak discharge (cfs) during a wet year (2002)"
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<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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</table> | </table> | ||
| − | <noinclude> | + | <noinclude>Peak discharge (cfs) during a wet year (2002)</noinclude> |
Latest revision as of 22:10, 6 August 2022
Peak discharge (cfs) during a wet year (2002)
Link to this table
| 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) |
|---|---|---|---|---|---|
| 2002 | 14.4 | 6.72 | 19.8 | 6.5 | 16.3 |
Peak discharge (cfs) during a wet year (2002)
This page was last edited on 6 August 2022, at 22:10.