Order of calculations (Water Overlay): Difference between revisions
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* [[Infiltration model (Water Overlay)#Underground infiltration|Underground infiltration]] | * [[Infiltration model (Water Overlay)#Underground infiltration|Underground infiltration]] | ||
* [[Infiltration model (Water Overlay)#Surface infiltration|Surface infiltration]] | * [[Infiltration model (Water Overlay)#Surface infiltration|Surface infiltration]] | ||
* [[ | * [[Underground model (Water Overlay)|Underground seepage]] | ||
* [[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 11:43, 10 July 2020
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 underground flow
- Rain
- Building storage
- Sewer inflow
- Surface evaporation
- Groundwater evaporation (saturated zone)
- Groundwater evaporation (unsaturated zone)
- Underground infiltration
- Surface infiltration
- Underground seepage
- Exfiltration
- Hydrological constructions (culverts, weirs, pumps, in- and outlets)
- Hydrological areas (sewer overflow, breach in- and outflow)
- Chemical movement, based on the water flow and infiltration which has occurred
