Difference between revisions of "Dry ponds: TTT"
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|Lined/unlined||Unlined (ideally) | |Lined/unlined||Unlined (ideally) | ||
|- | |- | ||
| − | |Evaporation factor|| | + | |Underlying soil||Choose from five, where sandy soils will drain more quickly. |
| + | |- | ||
| + | |Evaporation factor||? | ||
| + | |- | ||
| + | |Suction head (mm)||? | ||
| + | |- | ||
| + | |Saturated conductivity (mm/hr)||? | ||
| + | |- | ||
| + | |Initial soil moisture deficit (fraction)||? | ||
|- | |- | ||
!colspan = "2" style="background: darkcyan; color: white; align = center"|Curves | !colspan = "2" style="background: darkcyan; color: white; align = center"|Curves | ||
Revision as of 11:02, 29 September 2017
Dry ponds are a storage element in the Treatment Train Tool.
| Stage Storage | |
|---|---|
| Name | Important to have a unique name, to connect it with the catchment area |
| Storage type | Dry detention ponds |
| Bottom elevation (m) | This is important to correspond with other components, e.g. when the overflow is coupled to another BMP within a treatment train |
| Maximum depth (m) | |
| Lined/unlined | Unlined (ideally) |
| Underlying soil | Choose from five, where sandy soils will drain more quickly. |
| Evaporation factor | ? |
| Suction head (mm) | ? |
| Saturated conductivity (mm/hr) | ? |
| Initial soil moisture deficit (fraction) | ? |
| Curves | |
| The Curves table is designed to accommodate the side slopes. The top line begins at 0 m, with subsequent depths in the following lines. | |
