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| If the field estimated infiltration rate of the underlying native soil (f<sub>f</sub>) is less than 15 mm/h, include an underdrain. | | If the field estimated infiltration rate of the underlying native soil (f<sub>f</sub>) is less than 15 mm/h, include an underdrain. |
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− | ==Select a surface ponding depth to begin sizing with:== | + | ==Select a surface ponding depth to begin sizing with== |
| * Step 2: Determine a maximum surface ponding depth (''d<sub>p, max</sub>'') | | * Step 2: Determine a maximum surface ponding depth (''d<sub>p, max</sub>'') |
| For practices without underdrains:<br> | | For practices without underdrains:<br> |
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| *48 = Maximum permissible drainage time for ponded water (h) | | *48 = Maximum permissible drainage time for ponded water (h) |
| *Note that in designs without underdrains, conceptually the drainage of ponded water is limited by infiltration through the base of the practice.}}<br> | | *Note that in designs without underdrains, conceptually the drainage of ponded water is limited by infiltration through the base of the practice.}}<br> |
− | For practices with underdrains see recommended maximum ponding depths for each filter media blend in the table above.<br> | + | For practices with underdrains see recommended maximum surface ponding depth for each filter media blend in the table above.<br> |
| * Step 3: Select a design surface ponding depth, d<sub>p</sub>' (m) to begin sizing with<br> | | * Step 3: Select a design surface ponding depth, d<sub>p</sub>' (m) to begin sizing with<br> |
− | For practices with soft (i.e. landscaped) edges and bowl-shaped ponding areas calculate the mean ponding depth: | + | For practices with soft (i.e. landscaped) edges and bowl-shaped ponding areas calculate the mean surface ponding depth: |
| <math>d_{p}'=d_{p, max}\times 1/2</math> | | <math>d_{p}'=d_{p, max}\times 1/2</math> |
− | For practices with hard edges and vertical-walled ponding areas (e.g., stormwater planter, soil cell) use the maximum ponding depth (d<sub>p, max</sub>) | + | For practices with hard edges and vertical-walled ponding areas (e.g., stormwater planter, soil cell) use the maximum ponding depth: |
| + | <math>(d_{p}'=d_{p, max} |
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| * Step 4: Determine the active storage depth, d<sub>a</sub> of the practice<br> | | * Step 4: Determine the active storage depth, d<sub>a</sub> of the practice<br> |