Order of calculations (Water Overlay): Difference between revisions
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Calculations are performed in the following order: | Calculations are performed in the following order: | ||
* [[Surface model (Water Overlay)|Horizontal surface flow]] and [[ | * [[Surface model (Water Overlay)|Horizontal surface flow]] and [[Ground model (Water Overlay)|horizontal ground flow]] | ||
* [[Rain model (Water Overlay)|Rain]] | * [[Rain model (Water Overlay)|Rain]] | ||
* [[Storage model (Water Overlay)|Building storage]] | * [[Storage model (Water Overlay)|Building storage]] | ||
* [[Sewer model (Water Overlay)|Sewer inflow]] | * [[Sewer model (Water Overlay)|Sewer inflow]] | ||
* [[Evaporation model (Water Overlay)#Surface evaporation|Surface evaporation]] | * [[Evaporation model (Water Overlay)#Surface evaporation|Surface evaporation]] | ||
* [[Evaporation model (Water Overlay)# | * [[Evaporation model (Water Overlay)#Ground evaporation|Groundwater evaporation (saturated zone)]] | ||
* [[Evaporation model (Water Overlay)# | * [[Evaporation model (Water Overlay)#Ground evaporation|Groundwater evaporation (unsaturated zone)]] | ||
* [[Infiltration model (Water Overlay)# | * [[Infiltration model (Water Overlay)#Ground infiltration|Ground infiltration]] | ||
* [[Infiltration model (Water Overlay)#Surface infiltration|Surface infiltration]] | * [[Infiltration model (Water Overlay)#Surface infiltration|Surface infiltration]] | ||
* [[ | * [[Ground model (Water Overlay)#Seepage|Ground bottom flow]] | ||
* [[Infiltration model (Water Overlay)#Exfiltration|Exfiltration]] | * [[Infiltration model (Water Overlay)#Exfiltration|Exfiltration]] | ||
* Hydrological constructions ([[culvert (Water Overlay)|culvert]]s, [[weir (Water Overlay)|weir]]s, [[pump (Water Overlay)|pump]]s, [[inlet (Water Overlay)|in- and outlets]]) | * Hydrological constructions ([[culvert (Water Overlay)|culvert]]s, [[weir (Water Overlay)|weir]]s, [[pump (Water Overlay)|pump]]s, [[inlet (Water Overlay)|in- and outlets]]) | ||
Revision as of 15:53, 26 January 2024
During the calculation, multiple facets have to be calculated. In each timestep, each aspect of the calculation has to be performed. Although as timesteps become smaller, the exact order of operation becomes less important, the order of operations can lead to specific behavioral details in some uncommon situations.
Calculations are performed in the following order:
- Horizontal surface flow and horizontal ground flow
- Rain
- Building storage
- Sewer inflow
- Surface evaporation
- Groundwater evaporation (saturated zone)
- Groundwater evaporation (unsaturated zone)
- Ground infiltration
- Surface infiltration
- Ground bottom flow
- Exfiltration
- Hydrological constructions (culverts, weirs, pumps, in- and outlets)
- Hydrological areas (sewer overflow, breach in- and outflow)
- Tracer movement, based on the water flow and infiltration which has occurred
