Example 1

The setup used in the example is a river network including a Branch1 con­nected to a Branch2 approximately midway. The two upper bounds are dis­charge bounds and the downstream boundary is a water level boundary. See the setup for details.

The objective of the example is to calibrate the model with respect to bed resistance, i.e. Manning’s M, given a measured water level timeseries down-stream of the junction. The example is included as Example1\Test1-Auto­cal.auc. The setup for generation of the artificial measurements is included in the subfolder named Measurements.

Parameter optimisation, HD Parameters
Simulation specifications
Model Parameters
Objective Functions
Parameter Optimisation
Results