Hello,
I am modelling floodplain inundation. I tested my model with inlet = discharge, outlet = stage. This was fine. The cases I'm modelling only have discharge values (no stage). For these runs my outlet = 4 4 4 (free stage & velocities) and I set the initial surface with a constant elevation. However I get the "exceeding max iterations" error as soon as the run begins.
I read on the forum that this may be due to dry zones. I'm using TREATMENT OF TIDAL FLATS = 1 or to 2 results in the same error.
Is their a boundary condition for a channel with dray zones that allows for free stage & velocities? I looked at the Thompson boundary conditions however I think that still requires a prescribed value?
Kind regards.