AutoCAD Civil 3D - Stormwater
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08-09-2012 11:27 AM
In reviewing the results of my model, I noticed that there is an inconsistency between the peak flows being intercepted by my inlets, and the corresponding peak flows in the connected pipe. Most of the discrepancies are fairly minor; however, it is somewhat disturbing nonetheless. Could someone explain the reason for these discrepancies, or provide me with a solution for how to resolve them? Thank you.
