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| If the median field infiltration rate of the underlying native soil is less than 15 mm/h, include an underdrain. | | If the median field infiltration rate of the underlying native soil is less than 15 mm/h, include an underdrain. |
| | | |
− | ==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 elevated off the bottom of the storage reservoir profile: | + | |
− | d<sub>p, max</sub>= depth of storage reservoir below invert of the underdrain perforated pipe.<br> | + | For practices with underdrain perforated pipe elevated off the bottom of the storage reservoir: |
| + | d<sub>p, max</sub>= depth of storage reservoir below the invert of the underdrain perforated pipe.<br> |
| For practices with underdrain on base of the storage reservoir and connected to a riser (e.g., standpipe and 90 degree coupling): | | For practices with underdrain on base of the storage reservoir and connected to a riser (e.g., standpipe and 90 degree coupling): |
| d<sub>p, max</sub>= Difference between elevation of reservoir bottom and invert of the riser (i.e 90 degree coupling).<br> | | d<sub>p, max</sub>= Difference between elevation of reservoir bottom and invert of the riser (i.e 90 degree coupling).<br> |