This discussion has been locked.
You can no longer post new replies to this discussion. If you have a question you can start a new discussion

Comparison of Inlet Performance between FlowMaster and GEOPAK Drainage

As a double-check of GEOPAK Drainage inlet calcs I have modeled the same inlets in FlowMaster.  Unfortunately, I am not getting the same results and I can't pin point why?  I can provide some screen shots if necessary.  Also, should I post this in the Road and Site Design forum as well, since it involves GEOPAK?