Order of calculations (Water Overlay): Difference between revisions
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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 | 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: | Calculations are performed in the following order: | ||
* Horizontal surface flow and horizontal | * [[Surface model (Water Overlay)|Horizontal surface flow]] and [[Ground model (Water Overlay)|horizontal ground flow]] | ||
* Rain | * [[Rain model (Water Overlay)|Rain]] | ||
* Building storage | * [[Storage model (Water Overlay)|Building storage]] | ||
* Sewer inflow | * [[Sewer model (Water Overlay)|Sewer inflow]] | ||
* Surface evaporation | * [[Evaporation model (Water Overlay)#Surface evaporation|Surface evaporation]] | ||
* Groundwater evaporation (saturated zone) | * [[Evaporation model (Water Overlay)#Ground evaporation|Groundwater evaporation (saturated zone)]] | ||
* Groundwater evaporation (unsaturated zone) | * [[Evaporation model (Water Overlay)#Ground evaporation|Groundwater evaporation (unsaturated zone)]] | ||
* | * [[Infiltration model (Water Overlay)#Ground infiltration|Ground infiltration]] | ||
* Surface infiltration | * [[Infiltration model (Water Overlay)#Surface infiltration|Surface infiltration]] | ||
* Exfiltration | * [[Ground model (Water Overlay)#Seepage|Ground bottom flow]] | ||
* Hydrological constructions ( | * [[Infiltration model (Water Overlay)#Exfiltration|Exfiltration]] | ||
* Hydrological areas (sewer overflow, breach in- and outflow) | * 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 (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 14:39, 28 February 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
- Models
- Surface • Ground • Rain • Evaporation • 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