Difference between revisions of "Safety correction factors"
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| − | + | {|class="wikitable" | |
| + | |+ Safety correction factors for calculating design infiltration rates<ref>Wisconsin Department of Natural Resources. 2004. Conservation Practice Standards. Site Evaluation for Stormwater Infiltration (1002). Madison, WI.</ref> | ||
| + | |- | ||
| + | !Ratio of Mean Measured Infiltration Rates | ||
| + | !Safety Correction Factor | ||
| + | |- | ||
| + | |≤ 1 | ||
| + | |2.5 | ||
| + | |- | ||
| + | |1.1 to 4.0 | ||
| + | |3.5 | ||
| + | |- | ||
| + | |4.1 to 8.0 | ||
| + | |4.5 | ||
| + | |- | ||
| + | |8.1 to 16.0 | ||
| + | |6.5 | ||
| + | |- | ||
| + | |16.1 or greater | ||
| + | |8.5 | ||
| + | |} | ||
<math>q'=\frac{q}{SCF}</math> | <math>q'=\frac{q}{SCF}</math> | ||
Revision as of 18:49, 5 October 2017
| Ratio of Mean Measured Infiltration Rates | Safety Correction Factor |
|---|---|
| ≤ 1 | 2.5 |
| 1.1 to 4.0 | 3.5 |
| 4.1 to 8.0 | 4.5 |
| 8.1 to 16.0 | 6.5 |
| 16.1 or greater | 8.5 |
- ↑ Wisconsin Department of Natural Resources. 2004. Conservation Practice Standards. Site Evaluation for Stormwater Infiltration (1002). Madison, WI.