pinkpig
Civil/Environmental
- Feb 15, 2013
- 64
How do we set up flows from HMS (via HEC-DSS) for use in HEC-RAS? I am talking internal boundary conditions - there are two options in HEC-RAS, namely uniform flow and lateral flow.
If I have subbasin say "A" and the river in HEC-RAS runs through its center. Should I introduce A flow by HMS using uniform distribution or lateral flow at the very downstream side of subbasin A?
If I have subbasin say "A" and the river in HEC-RAS runs through its center. Should I introduce A flow by HMS using uniform distribution or lateral flow at the very downstream side of subbasin A?