Water balance (Water Overlay): Difference between revisions
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{|class='wikitable' | {|class='wikitable' | ||
! Input | ! Input | ||
! | ! Configuration | ||
! Result | |||
! Output | ! Output | ||
! | ! Configuration | ||
! Result | |||
|- | |- | ||
| | | Water surface | ||
| [[Water area (Water Overlay)|Water area]], [[Surface level prequel (Water Overlay)|Surface level prequel]] | |||
| | | | ||
| | | Water surface | ||
| | | | ||
| [[Surface last value result type (Water Overlay)|Surface last value]] | |||
| [[ | |||
|- | |- | ||
| Inundated | | Inundated | ||
| [[Inundation area (Water Overlay)|Inundation | | [[Inundation area (Water Overlay)|Inundation area]] | ||
| [[Surface last value result type (Water Overlay)|Surface last value]] | |||
| Land Surface | | Land Surface | ||
| | | | ||
| [[Surface last value result type (Water Overlay)|Surface last value]] | |||
|- | |- | ||
| Rain | | Rain | ||
| [[Rain m (Water Overlay)|Rain m]], [[Rain area (Water Overlay)|Rain area]]s | | [[Rain m (Water Overlay)|Rain m]], [[Rain area (Water Overlay)|Rain area]]s | ||
| [[Rain result type (Water Overlay)|Rain]] | |||
| Evaporated | | Evaporated | ||
| [[Evaporation m (Water Overlay)|Evaporation m]] | |||
| [[Evaporated result type (Water Overlay)|Evaporated]] | |||
|- | |||
| | | | ||
| | | | ||
| | | | ||
| Building Storage | | Building Storage | ||
| [[Water storage m2 (Water Overlay)|Water storage m2]] | |||
| [[Building last storage result type (Water Overlay)|Building last storage]] | |||
|- | |||
| | | | ||
| | | | ||
| | | | ||
| Sewer Storage | | Sewer Storage | ||
| [[Sewer storage (Water Overlay)|Sewer storage]] | |||
| [[Sewer last value result type (Water Overlay)|Sewer last value]] | |||
|- | |||
| | | | ||
| | | | ||
| | | | ||
| Sewer Out External | | Sewer Out External | ||
| | | [[Sewer pump speed (Water Overlay)|Sewer pump speed]] | ||
| [[Object flow output (Water Overlay)|Object flow output]] | |||
|- | |||
| Breach | |||
| [[Breach (Water Overlay)|Breach]] | |||
| [[Object flow output (Water Overlay)|Object flow output]] | |||
| Breach Out | |||
| [[Breach (Water Overlay)|Breach]] | |||
| [[Object flow output (Water Overlay)|Object flow output]] | |||
|- | |- | ||
| Inlet | | Inlet | ||
| | | [[Inlet (Water Overlay)|Inlet]] | ||
| [[Object flow output (Water Overlay)|Object flow output]] | |||
| Outlet | | Outlet | ||
| | | [[Inlet (Water Overlay)|Outlet]] | ||
| [[Object flow output (Water Overlay)|Object flow output]] | |||
|- | |||
| Bottom in | |||
| Bottom [[Bottom pressure prequel (Water Overlay)|Pressure]] and [[Bottom resistance prequel (Water Overlay)|Resistance]] prequels | |||
| [[Ground bottom flow result type (Water Overlay)|Ground bottom flow]] | |||
| Bottom Out | |||
| Bottom [[Bottom pressure prequel (Water Overlay)|Pressure]] and [[Bottom resistance prequel (Water Overlay)|Resistance]] prequels | |||
| [[Ground bottom flow result type (Water Overlay)|Ground bottom flow]] | |||
|- | |- | ||
| Saturated Ground Storage | | Saturated Ground Storage | ||
| [[Ground water depth m (Water Overlay)|Ground water depth m]], [[Water area (Water Overlay)|Water area]]s, [[Ground bottom distance m (Water Overlay)|Ground bottom distance m]]<br> [[Groundwater depth prequel (Water Overlay)|Groundwater depth]] or [[ Groundwater datum prequel (Water Overlay)|Groundwater datum]], [[Bottom distance prequel (Water Overlay)|Bottom distance]] prequels | |||
| | | | ||
| Saturated Ground Storage | | Saturated Ground Storage | ||
| | | | ||
| | |||
|- | |- | ||
| Unsaturated Ground Storage | | Unsaturated Ground Storage | ||
| | | [[Unsaturated fraction (Water Overlay)|Unsaturated fraction]] or [[Unsaturated fraction prequel (Water Overlay)|prequel]]<br> [[Groundwater depth prequel (Water Overlay)|Groundwater depth]] or [[ Groundwater datum prequel (Water Overlay)|Groundwater datum]], [[Bottom distance prequel (Water Overlay)|Bottom distance]] prequels | ||
| [[Ground last unsaturated storage result type (Water Overlay)|Ground last unsaturated storage]] | |||
| Unsaturated Ground Storage | | Unsaturated Ground Storage | ||
| | | | ||
| | | [[Ground last unsaturated storage result type (Water Overlay)|Ground last unsaturated storage]] | ||
| | |||
|} | |} | ||
For completeness, a total for both water input and output is displayed, as well as a check on any eventual water loss in the system. Depending on the size of the project area and the amount of water flowing through various cells, there may be a minor difference between the input and output due to numerical rounding. In these cases the difference should amount to less than a tenth of a millimeter of water per cell in the calculation. | For completeness, a total for both water input and output is displayed, as well as a check on any eventual water loss in the system. Depending on the size of the project area and the amount of water flowing through various cells, there may be a minor difference between the input and output due to numerical rounding. In these cases the difference should amount to less than a tenth of a millimeter of water per cell in the calculation. | ||
{{WaterOverlay output nav}} | {{WaterOverlay output nav}} |
Latest revision as of 10:01, 26 January 2024
During the simulation, a tally is kept of the total amount of water which the hydrological model is initialized with, how much flows in and out, and how much is left in various layers when the simulation completes. The overview of these tallies is known as the water balance, and can be accessed after the calculation has completed. It will display water categorized into input (where it was initialized and/or how it entered the hydrological system) and output (where in the hydrological system it ended up, or through which path or process it left the hydrological system).
The following entries are displayed:
For completeness, a total for both water input and output is displayed, as well as a check on any eventual water loss in the system. Depending on the size of the project area and the amount of water flowing through various cells, there may be a minor difference between the input and output due to numerical rounding. In these cases the difference should amount to less than a tenth of a millimeter of water per cell in the calculation.