I Analyzed the velocity fields and water level fluctuations of a river with Nays2dFlood. I used very fine geographic data of the river and results seems reasonable. However, I want to confirm is it appropriate to use Nays2Dflood for low flow conditions as well.
I can’t use Nays2DH, as I need to add the inflows from tributaries. That’s why I used Nays2Dflood.