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We have a hydrodynamic flow model, which has been built with Sobek 2.12, of the fluvial system around Zwolle. The model has been completely set up, except for the Boundary condition at one of the tributaries, at Boxbergen, and the roughness of both main tributaries. We also have a time series of water level measurements at the entrance of the channels which flow across the center of Zwolle. Using this information, build a script to automatically calibrate the model.
The workflow of this tutorial has been divided into the following steps:

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Opdracht SOBEK DSD 2014.pdf