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]] | ||
* [[ | * [[Evapotranspiration model (Water Overlay)#Surface evaporation|Surface evaporation]] | ||
* [[ | * [[Evapotranspiration model (Water Overlay)#Ground transpiration|Groundwater transpiration (unsaturated zone)]] | ||
* [[ | * [[Evapotranspiration model (Water Overlay)#Ground transpiration|Groundwater transpiration (saturated 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 ( | * Hydrological constructions ([[culvert (Water Overlay)|culvert]]s, [[weir (Water Overlay)|weir]]s, [[pump (Water Overlay)|pump]]s, [[inlet (Water Overlay)|in- and outlets]]) | ||
* Hydrological areas (sewer overflow, breach in- and outflow) | * Hydrological areas ([[sewer overflow (Water Overlay)|sewer overflow]], [[breach (Water Overlay)|breach in- and outflow]]) | ||
* [[ | * [[Tracer flow model (Water Overlay)|Tracer movement, based on the water flow and infiltration which has occurred]] | ||
{{ | {{WaterOverlay formula nav}} | ||
Latest revision as of 13:53, 16 July 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 transpiration (unsaturated zone)
- Groundwater transpiration (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
- Models
- Surface • Ground • Rain • Evapotranspiration • Infiltration • Elevation • Breach • Sewer • Storage • Tracer flow • Border • Order
- Model formulas
- Timestep • Season • Surface water level • Groundwater level
- Flow formulas
- Surface flow • Surface infiltration • Ground flow • Ground infiltration • Surface evaporation • Ground evaporation • Ground bottom flow
- Hydraulic structure formulas
- Culvert • Weir • Breach growth • Breach flow • Pump • Sewer Overflow • Inlet • Drainage
- Related