New to SSA here. I'm trying to model a pond with a riser(grate inlet box) and orifice that drains via pipe to a downstream pond. The downstream pond also has a riser with orifice draining through a pipe to the ultimate outfall.
Does the configuration in the linked file properly depict that scenario? Both ponds have emergency overflows.
Also, is there a way to input a hydrograph tailwater scenario or elevation vs. flow scenario?
Thanks for any help.
https://www.dropbox.com/scl/fi/nxumr9wcndkafe8rtv5cd/FBCDS.spf?rlkey=avvirzulsmlnveiud6ll2b0vd&st=xq...
