SourceLink Methods

Adjust water level boundary value. When external water depth is small, a similar small depth is applied to MIKE 1D, handling differences in external and 1D bottom levels.

This function is called by the perform time step routine, and it implements the interaction (water flows) coming from M21

Apply smoothing on the water level value.

Smoothing must be applied after calling AdjustWaterLevelBoundaryValue.

Assign external concentrations to outlet boundary.

Assign water level to outlet boundary.

Check that ground levels match. This is valid for inlet links

Check bottom levels of outlet and surface, and produce a warning if there is a mismatch.

Determines whether the specified object is equal to the current object.

Discharge from runoff out of link and into external model.

Allows an object to try to free resources and perform other cleanup operations before it is reclaimed by garbage collection.

Discharge out of link into external model, positive into external model.

Set boundary concentration for component at index compj, i.e. concentration on the outside of the network.

Serves as the default hash function.

Outflow concentration, concentration in MIKE 1D.

Get outlet/link node

Internal ground level

Get compass heading in degrees of outlet outflow direction.

Discharge from runoff out of link and into external model.

Gets the Type of the current instance.

Water level on the internal side of the link

Get value of the water level that was applied to the outlet boundary

Initialize standard link

Initialize inlet link

Initialize standard link

Creates a shallow copy of the current Object.

Prepare running with AD. Setting up AD boundaries on outlet.

Prepare running with AD. Setting up AD boundaries on inlet.

Prepare for next time step. Calculates discharge through link

Prepare link, reassing boundary to network

M21 to inlet calculates the exchange discharge and introduces it in the appropriate man hole. Exponential smoothing is used for the water level transferred from MIKE 21. Further an upper limit is placed on the discharge in the form of the Qmax which is a user parameter. These parameters along with a number of others parameters are read by M1D but not passed back to M21 e.g. crest width, discharge coefficient etc. Note that the discharge passed to Mouse consists of two contributions namely RR and the overland flow. The sum of these two are confined by the Qmax. If the sum of contributions is greater than Qmax then the limitation is applied to overland flow first and then to the RR contribution. If the latter is also restricted by Qmax then the excess is transferred into the MIKE 21 model i.e. the manhole is surcharged and the flow may spill into MIKE 21 against a possible water level difference.

Set boundary concentration for component at index compj, i.e. concentration on the outside of the network.

Set external concentrations for all components

Set the external coupled area

Set the external ground level

Set external water level

Id of internal components.

Required for setting up the internal boundary condition.

Set outlet/link node.

Returns a string that represents the current object.

Prepare for time step, transferring current values to "old" values state