public class HDOptions| HDOptions | Default constructor |
| ApplyNodeMassCorrection |
Flag specifying if node mass correction is applied. At end of each time
step, the mass error is estimated, and in the next time step the lost/additional
mass is added as a source/zink to the node.
From v2021u1 an onwards, mass balance is NOT corrected at pressure nodes in order to
resemble MOUSE behaviour. Mass balance correction at pressure nodes can be switched on
by setting the option ApplyPressureNodeMassCorrection to true.
Default value: False Historically: M11 default false, MU default true. |
| ApplyPressureNodeMassCorrection | Flag specifying if mass balance correction is also applied at pressure nodes. Default is false, to be backwards compatible with the versions >= 2021u1. This flag ONLY takes effect if the flag ApplyNodeMassCorrection is already set to true (which is default for CS applications). |
| RoutingUseResistanceElevationMethod |
Flag specifying if routing reaches without a routing element by default
should apply the resistance elevation method.
When used together with MIKE SHE, the common value is true. Default value: True |
| Equals | Determines whether the specified object is equal to the current object. (Inherited from Object) |
| Finalize | Allows an object to try to free resources and perform other cleanup operations before it is reclaimed by garbage collection. (Inherited from Object) |
| GetHashCode | Serves as the default hash function. (Inherited from Object) |
| GetType | Gets the Type of the current instance. (Inherited from Object) |
| MemberwiseClone | Creates a shallow copy of the current Object. (Inherited from Object) |
| ToString | Returns a string that represents the current object. (Inherited from Object) |
| MUMassBalance |
Use MU approach for mass balance on H grid point
Adding a bottom slope correction in order to get depth interpolated between H and prev/next Q point and use those to average a storage width at the H point For closed circular and rectangular, adds a storage width derivative to the equations (d(SW)/d(h)), to lessen mass errors. Only applicable if using one iteration per time step. |
| MUNaturalCriticalDepth |
Use MU approach for calculating natural and critical depth.
|
| MUStructureLagFactor |
Value between 0 and 0.5, for lagging a structure
discharge calculation, scaling between newly calculated
value and value from previous time step. Set to 0 to disable (using fully new value)
and set to 0.5 to weight the two equally.
This is not applicable if using more than one iteration per time step. |
| MUWlBoundaryTime |
Use MU approach at water level boundaries, using water level
at time N+½ for level at time N+1.
For backward compatibility, because approach is incorrect.
|
| XSProcessedDerivatives |
Create processed data arrays for processed data derivatives.
If disabled, processed data derivatives are calculated from original data. When enabled, derivatives are smooth and more accurate. The processed data derivatives are used to calculate high order friction factor. M11 approach is to disable this. |