| BedResistance |
The BedResistance class holds information of the resistance numbers
throughout the network.
These are the resistance numbers used if the cross section has the Relative Resistance formulation. All resistance values in one BedResistance object all relates to the same ResistanceFormulation. Also, all resistance values are either multi-zone or single zone. Though a single zone value can be set by having only one zone, and hence no zone seperators. |
| BedResistanceBedResistanceZoneSeperators | Seperator levels for multi-zone resistance definitions |
| BedResistanceBedResistenceZoneSeperatorInterpolatable | Class that handles interpolation between zone seperators |
| BedResistanceValueSet |
A set of value of bed resistance.
Used as return value from GetBedResistanceValues(ILocation, Double, IDiagnostics). |
| ColebrookWhiteCoefficients | Class containing parameters for the Colebrook-White formulation |
| DemData | External grid-files including DEM data |
| FloodMap | Class containing data for automatic creation of flood map files. |
| HDAdditionalOutput | Class handling the different additional outputs that can be saved to a file. |
| HDAdditionalOutputExtensions | Extension methods for HDAdditionalOutput |
| HDAddOn | Add-ons for HD module |
| HDInitDischargeInterpolatable | Helper class for interpolating initial discharge values. |
| HDOptions | Options for HD calculations |
| HDParameterData | HD parameters |
| HDWaterLevelDepthInterpolatable | Helper class for interpolating initial water level/water depth values. |
| InitialConditions |
Initial conditions describes the values the state variables should initially have.
The posibilities does not exclude one another but may well be used in combination.
The possibilities are:
Steady state solution
State start
Hot start
Parameter
First the values are set using a state condition, a hot start condition or a parameter condition,
values are searched in that order. When done, the solver will do a steady state initialisation
if UseSteadyStateSolution is activated.
A global value for the water level/depth and the discharge must always be set (default set to zero) |
| LocalSolverSettings |
List of SolverSettings, providing functionality for fast searching on SolverSettings ID.
The list does not allow SolverSettings with the same ID. |
| MapOutputFile | Flood map output file specification |
| SolverSettings | Various parameters and settings for the HD solver |
| TimeStepping | Class specifying how timestepping is taking place. |
| WaveApproximation | Wave approximation network values. |
| WaveApproximationTypeDescription | Class that can provide a description of the wave approximation value |
| HDInitDischarge | Discharge initial value |
| HDWaterLevelDepth | Structure to specify a water level or a water depth. The LevelBased specifies whether is is a water level (true) or a water depth false) |
| IHeadLossParameterSet | Set of parameters that describes how and with what data the head loss calculations are performed. Parameters in this class covers the standard head loss calculations that are performed and implemented in a sewer system. |
| BottomSlotType | Type of bottom slot |
| EffectiveFlowAreaEstimationTypes | 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. |
| FloodMapOutputItem | Item used in M11 Map Output Type of item |
| FloodMapOutputType | Type enum used in M11 Map Output Type of map |
| HDWaterLevelDepthTypes | Type of water level/depth points used for initial conditions. |
| HeadLossCalculationMethod | Head loss calculation methods |
| LevelDataType | Specifies whether height information is level based or depth based. Depth based refers to BottomLevel. |
| LossCoefficientTypes | The available loss coefficient types distinguish three different interpretations of the specified head loss coefficient. |
| MapOutputFileStoringFrequencyUnitTypes | The unit used when controlling when to store flood map results |
| NodeSolverType | Which node solver to use. Currently only PardisoSolver is available TODO: Remove? |
| RoutingElevationMethod | The method for calculation of elevation (water level) in the routing element. |
| RoutingMethod | Method that is used when calculating the routing |
| StructureSetWaterLevelsAtTime | Type of bottom slot |
| TimeSteppingType | Enumeration listing the type of time stepping that is allowed |
| TopSlotType | Type of bottom slot |
| WaveApproximationType | Wave approximation types |