You can post questions and discussions about iRIC in the forum.
I’m having some issues in Nays2DFlood modeling the receding limb of a hydrograph: the floodwaters never seem to recede despite the discharge and water surface elevation going down. Could there be a reason for this? I’ve tried extending the time steps out and the floodwaters never decrease from their max.
コメント
I think that Depth(max) is probably drawn. Please draw Depth. The other possibility is the effect of backwater of the downstream water level. Check if the water level downstream remains high.