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  1. gonygonygo

    Converting Channel into Detention Pond (help) please :-)

    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...
  2. gonygonygo

    Converting Channel into Detention Pond (help) please :-)

    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...

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