Greetings!
Me and my colleague have been modelling av river for a railway project with input from a hydrograph and often the model becomes unstable in the end of the run, some time after the peak flow and peak water level.
My question is:
Is my peak water level still valid or, because of the problem with unstability in the end of the model run, the results from the whole model are invalid?
Thanks for your help!
regards
Martin