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| ===Rapid=== | | ===Rapid=== |
| Total cistern volume can be estimated by multiplying the depth of design storm.... | | <p>Total cistern volume can be estimated by multiplying the depth of design storm the catchment area. 1 mm of rain over 1 m<sup>2</sup> results in 1 L of runoff. |
| | For example, the 90th percentile event in Barrie is 26 mm, so every 1 m<sup>2</sup> of rooftop will generate 26 L during this storm event. A 2000 m<sup>2</sup> building would generate 54,000 L of runoff. </p> |
| | The designers have three choices:- |
| | <ol> |
| | <li>Construct a suitably sized concrete vault underground to capture all of the water</li> |
| | <li>Alter the slope of the roof to create two or more catchments, the smaller catchments may be diverted to plastic or fiberglass cisterns</li> |
| | <li>Design 1. or 2. Slightly undersized for this storm, but with additional capacity in an infiltration system to capture overflow. Examples include [[Bioretention Cells|bioretention cells]] or [[Infiltration Chambers|infiltration chambers]]. </li> |
| | </ol> |
| | </p> |
| </div> | | </div> |
| <div class="col-md-4"> | | <div class="col-md-4"> |