Screen shot helped a lot thanks. Although, we have spillway gates entered for the inline structure, but I also plan on trying to use the pilot flow.
Thank you very much for the help.
While the 170 cfs is minimal especially compared to the inflow hydrograph, I am hoping (like you mentioned) that a constant flow through the dam will help the model run and keep it from going "dry".
We are modeling the breach directly in RAS using an inline structure. I looked but I did not...
I am using Hec-Ras for a Dam Failure analysis using an unsteady flow hydrograph.
The dam has a constant 170 cfs flow through low flow outlets.
What is the best way to model this constant flow through the dam?
