Hi all,
Just have a simple question about the reservoir emptying time output within WinTR-20. I've tried Googling a solution and have looked through various manuals, but I can't seem to find a clear explanation. Does anyone have an explanation on how to interpret the output? The general format...
Yeah that's exactly what I'm trying to determine. It's just difficult to tell if that first 0.5" will actually make it into the trap or bypass it and how to prove it.
Thanks again for the continued help.
What about after determining that 0.5" volume over the catchment area, seeing if that volume is available below the maximum capture rate in the first part of a given storm's hydrograph?
Thanks for the reply Peter,
So would running a model of various storms to show which ones the selected inlets and their tributary areas could handle be the next step? I'll have to check the local ordinances but I don't think it says anything about a standard storm for determining capacity...
Hi all,
First time poster here so I apologize if I'm going about this wrong.
I've got a parking lot design where I need to determine the spacing of some grease/oil traps. For the sake of simplicity, let's say the lot is 2 acres and the capacity of the traps is 2 cfs with excess simply...
