Bottom pressure prequel (Water Overlay): Difference between revisions
Jump to navigation
Jump to search
No edit summary |
No edit summary |
||
Line 15: | Line 15: | ||
* Note: Input frames are not linked to the overlay's output [[Timeframes_(Water_Overlay)|timeframes]]. | * Note: Input frames are not linked to the overlay's output [[Timeframes_(Water_Overlay)|timeframes]]. | ||
|seealso=* [[Underground seepage formula (Water Overlay)]] | |seealso=* [[Underground seepage formula (Water Overlay)]] | ||
* [[ | * [[Ground bottom pressure m (Water Overlay)]] | ||
* [[Ground bottom flow result type (Water Overlay)]] | * [[Ground bottom flow result type (Water Overlay)]] | ||
* [[Underground model (Water Overlay)]] | * [[Underground model (Water Overlay)]] |
Revision as of 09:19, 24 January 2024
Name | Prequel | Underlying data | Unit | Range | No data | Description |
---|---|---|---|---|---|---|
Bottom Pressure | BOTTOM_PRESSURE | Water Prequel | -1000000 to 1000000 | Clamped to range | A grid of values containing the head of the ground water pressure caused by ground water in higher regions outside the project area. |
Notes
- The unit is: Groundwater head of higher regions. (m + datum)
- The values in this prequel grid are clamped between -1000000.0 and 1000000. No data values are therefore not allowed.
- This prequel can also have multiple input frames. In this case the values will be updated linear throughout the simulation period. For example 5 input frames over a 10 day simulation period result in a new value every two days.
- Note: Input frames are not linked to the overlay's output timeframes.