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 surface
| [[Water area (Water Overlay)|Water area]], [[Surface level prequel (Water Overlay)|Surface level prequel]]
| [[Water area (Water Overlay)|Water area]], [[Surface level prequel (Water Overlay)|Surface level prequel]]
|
| Water surface
| Water surface
|
|  
|  
|-
|-
| 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
|
| Evaporated
| Evaporated
| [[Evaporation m (Water Overlay)|Evaporation m]]
| [[Evaporation m (Water Overlay)|Evaporation m]]
|
|-
|-
|
|
|
|
|
| Building Storage
| Building Storage
| [[Water storage m2 (Water Overlay)|Water storage m2]]
| [[Water storage m2 (Water Overlay)|Water storage m2]]
|
|-
|-
|
|
|
|
|
| Sewer Storage
| Sewer Storage
| [[Sewer storage (Water Overlay)|Sewer storage]]
| [[Sewer storage (Water Overlay)|Sewer storage]]
|
|-
|-
|
|
|
|
|
| Sewer Out External
| Sewer Out External
| [[Sewer pump speed (Water Overlay)|Sewer pump speed]]
| [[Sewer pump speed (Water Overlay)|Sewer pump speed]]
|
|-
|-
| Bottom in
| Bottom in
| Bottom [[Bottom pressure prequel (Water Overlay)|Pressure]] and [[Bottom resistance prequel (Water Overlay)|Resistance]]
| Bottom [[Bottom pressure prequel (Water Overlay)|Pressure]] and [[Bottom resistance prequel (Water Overlay)|Resistance]]
|
| Bottom Out
| Bottom Out
| Bottom [[Bottom pressure prequel (Water Overlay)|Pressure]] and [[Bottom resistance prequel (Water Overlay)|Resistance]]
| Bottom [[Bottom pressure prequel (Water Overlay)|Pressure]] and [[Bottom resistance prequel (Water Overlay)|Resistance]]
|
|-
|-
| Breach  
| Breach  
| [[Breach (Water Overlay)|Breach]]
| [[Breach (Water Overlay)|Breach]]
|
| Breach Out
| Breach Out
| [[Breach (Water Overlay)|Breach]]
| [[Breach (Water Overlay)|Breach]]
|
|-
|-
| Inundated  
| Inundated  
| [[Inundation area (Water Overlay)|Inundation area]]
| [[Inundation area (Water Overlay)|Inundation area]]
|
| Land Surface
| Land Surface
|  
|  
|
|-
|-
| Inlet
| Inlet
| [[Inlet (Water Overlay)|Inlet]]
| [[Inlet (Water Overlay)|Inlet]]
|
| Outlet
| Outlet
| [[Inlet (Water Overlay)|Outlet]]
| [[Inlet (Water Overlay)|Outlet]]
|
|-
|-
| Saturated Ground Storage
| Saturated Ground Storage
|
|
|
| Saturated Ground Storage
| Saturated Ground Storage
|  
|  
|
|-
|-
| Unsaturated Ground Storage
| Unsaturated Ground Storage
|  
|  
|
| Unsaturated Ground Storage
| Unsaturated Ground Storage
|
|
|
|}
|}

Revision as of 09:40, 26 January 2024

A water balance with multiple input and output entries.
Editor → Current Situation (Ribbon tab) → Overlays (Ribbon bar) → The Water Overlay (Left panel) → General tab (Right panel) → Show water balance

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:

Input Configuration Result Output Configuration Result
Water surface Water area, Surface level prequel Water surface
Rain Rain m, Rain areas Evaporated Evaporation m
Building Storage Water storage m2
Sewer Storage Sewer storage
Sewer Out External Sewer pump speed
Bottom in Bottom Pressure and Resistance Bottom Out Bottom Pressure and Resistance
Breach Breach Breach Out Breach
Inundated Inundation area Land Surface
Inlet Inlet Outlet Outlet
Saturated Ground Storage Saturated Ground Storage
Unsaturated Ground Storage Unsaturated Ground 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.