2D modelling roundup with HEC RAS, Tuflow and ICM
The studies on which I intervene regularly lead me to use different software for 2D modeling in river and urban hydraulics.
There are a number of reasons why one software can be chosen over another:
History, first: when it comes to re-exploiting existing models, it makes more sense to use the same software, in order to avoid, among other things, having to rebuild, recalibrate and completely revalidate the model.
Expected performance, then: some contexts require mobilizing software that has...