Thanks for your comment. Sorry for my delayed response. I was pulled away from this for a while.
The reason I am modeling the watershed through the dual arch culverts is to have existing flows to compare with those generated once my upstream control is in place.
Existing condition:
I have...
Hello all Engineers,
I am a new member to this site and occasionally browse the forum topics when I have a question. However, I have been unable to find any topics specific to my question this time around.
Here's a little background about myself... I am a 5-year EIT (taking the PE in April...
