CivilGuySC
Civil/Environmental
- Jun 22, 2012
- 3
I am working on a project that I will need to use infiltration in the detention pond to meet the local regs. However, the regs. don't allow you to use the bottom of the pond for infiltration, only the side slopes are allowed to be used. I know how to do this the old fashion way, but I would like to know how this can be modeled in Hydrocad? Any suggestions? Thanks!