Modeling a catch basin
Modeling a catch basin
(OP)
I'm trying to model the effects of both an inlet grate at the surface and an outflow pipe in a catch basin. I understand that catch basins are typically modeled as zero storage pond structures, however, I'm unsure about how to set up the routing to evaluate both of these controls.
Thanks in advance for any tips.
Thanks in advance for any tips.
RE: Modeling a catch basin
For additional information on storm sewer modeling please see www.hydrocad.net/pipes.htm