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− | {|class="wikitable"
| + | #REDIRECT [[Design infiltration rate]] |
− | |+ 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>
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− | |-
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− | !Ratio of Mean Measured Infiltration Rates
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− | !Safety Correction Factor
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− | |-
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− | |≤ 1
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− | |2.5
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− | |-
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− | |1.1 to 4.0
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− | |3.5
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− | |-
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− | |4.1 to 8.0
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− | |4.5
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− | |-
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− | |8.1 to 16.0
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− | |6.5
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− | |-
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− | |16.1 or greater
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− | |8.5
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− | |}
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− | | |
− | <math>q'=\frac{q}{SCF}</math>
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