EffectiveFlowAreaEstimationTypes Enumeration |
Description of how the exffective node area is to be estimated when using
the HeadLossCalculationMethod = classic. For the other methods TotalWettedArea
is always used. CalculatedEffectiveArea and ReducedCalculatedEffectiveArea are
only allowed for Manholes.
Namespace: DHI.Mike1D.HDParameterDataAccess
Assembly: DHI.Mike1D.HDParameterDataAccess (in DHI.Mike1D.HDParameterDataAccess.dll) Version: 19.0.0.0 (11.1.1.1111)
SyntaxMembers| Member name | Value | Description | |
|---|---|---|---|
| NotSet | 0 | Not set | |
| TotalWettedArea | 1 | calculated as product of diameter and water depth for manholes and red from the basin geometry table (Ac) for basins. Typically results in overestimate of local loss in a node. | |
| CalculatedEffectiveArea | 2 | The effective area in a manhole is calculated on the basis of empirical formula. This results in a significantly smaller area than total wetted area and, consequently results in a more realistic flow calculation. | |
| ReducedCalculatedEffectiveArea | 3 | The effective area in a manhole is further reduced to 50% of the calculated effective area |
See Also