CivilSouth
Civil/Environmental
- Jul 31, 2007
- 2
In HydraCad I can easily route sheet flow, channel flow, and subsurface flow and determine the Q peak and size a detention / retention facility. How is this done using Hydraflow? I'm assumming I would have to use the Hydraflow Storm Sewer program. I'm just getting into the program, but looking for help.