Order of calculations (Water Overlay): Difference between revisions
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* [[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)#Ground evaporation|Groundwater evaporation (unsaturated zone)]] | |||
* [[Evaporation model (Water Overlay)#Ground evaporation|Groundwater evaporation (saturated zone)]] | * [[Evaporation model (Water Overlay)#Ground evaporation|Groundwater evaporation (saturated zone)]] | ||
* [[Infiltration model (Water Overlay)#Ground infiltration|Ground infiltration]] | * [[Infiltration model (Water Overlay)#Ground infiltration|Ground infiltration]] | ||
* [[Infiltration model (Water Overlay)#Surface infiltration|Surface infiltration]] | * [[Infiltration model (Water Overlay)#Surface infiltration|Surface infiltration]] | ||
Latest revision as of 09:28, 7 May 2025
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 (unsaturated zone)
- Groundwater evaporation (saturated 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




