public void OnSetupLoaded(Mike1DData mike1DData)
{
throw new NotImplementedException();
}
public void OnSetupLoaded(Mike1DData mike1DData)
{
}
public void SetHDParameter(Mike1DData mike1DData)
{
// A subsete of the HD parameters are listed here as examples of what can be set
// in the MIKE 1D engine. For a complete list, consult the MIKE 1D API documentation.
// The MIKE 1D API documentation also contains more detailed documentation for
// some of the parameters.
// The velocity distribution coefficient used in the convective acceleration
// term of the momentum equation.
// Default: 1
// M11 default = 1, MU default = 1.1
mike1DData.HDParameters.SolverSettings.Alpha = 1.1;
// Sink momentum correction term. When set to 1, a sink will also
// remove a similar amount of momentum, and hence remove strange
// artifacts around sink locations. Use 0 to disable the term.
// Default: 1
// Value must be between zero and one.
mike1DData.HDParameters.SolverSettings.SinkMomentumCorrection = 0;
// The network engine iterates on each time step to solve the equation system with coefficients
// dependent on qauntities evaluated betweeen time step n and time step n+1.
// NumberOfTimeStepIterations limits the number of iterations that may be performed.
// A value of zero means that no iteration takes place, first values at time n+1 is used.
// Default: 1
// M11 default 1, MU default 0 (no iteration)
mike1DData.HDParameters.SolverSettings.NumberOfTimeStepIterations = 1;
// Flag specifying whether the QZero method is activated.
// The QZeroMethod makes sure that the flow goes towards zero
// when the river/link is drying out.
// Default: true.
// M11 default true, MU default false
mike1DData.HDParameters.SolverSettings.UseQZeroMethod = true;
// The Delh factor controls several things:
// - The height of the artificial bottom 'slot', introduced to a
// cross section to handling 'drying out' of the section.
// - The start depth of the zero flow method.
// Default: 0.1
// Unit: [m]
mike1DData.HDParameters.SolverSettings.Delh = 0.02;
// Relative version of Delh. For closed cross section
// the value of delh is the smallest of Delh and
// DelhRelative * cross section height.
// Default value: 0.01
mike1DData.HDParameters.SolverSettings.DelhRelative = 0.02;
// Minimum water depth in a node/gridpoint. After every timestep
// the water level is corrected to be at least the minimum water depth.
//
// For closed cross sections (circular, egg-shaped and o-shaped (MU circular types), rectangular etc.)
// the minimum water depth is the smallest of this value and
// MinWaterDepthRelative x cross section height (diameter).
// This must be less than Delh.
// In M11 type setups this is set negative -1, effectively disabling this parameter
// and letting the slot functionality fully control the minimum water depth, and
// allowing water levels in the slot area.
// M11 default: -1, MU default: 0.005
mike1DData.HDParameters.SolverSettings.MinWaterDepth = 0.002;
// Relative version of MinWaterDepth, in case of closed cross sections
// the actual minimum water depth is the smallest of the MinWaterDepth and
// MinWaterDepthRelative * cross section height
// This must be less than DelhRelative.
// Default value: 0.005
mike1DData.HDParameters.SolverSettings.MinWaterDepthRelative = 0.002;
// Time in seconds for non-return valves to fully open after having closed.
// Default value: 60
mike1DData.HDParameters.SolverSettings.NonReturnValveReopenTimeInSeconds = 10;
}
public void Initialize(IList <Mike1DPluginArgument> arguments, Mike1DData mike1DData)
{
mike1DData.ResultSpecifications.RemoveAll(rs => rs.ID == "AdditionalNAMRRResults");
}
