SMIAH
Civil/Environmental
- Jan 26, 2009
- 482
In HEC RAS, I am using a stage Hydrograph uptream as a boundary condition in a unsteady flow analysis.
I am wondering, if I want to perform a dambreak study of a dam located just downstream of this boundary condition, do I have to add a storage area upstream?
I am wondering, if I want to perform a dambreak study of a dam located just downstream of this boundary condition, do I have to add a storage area upstream?