Current Version: Power GEOPAK V8i (SS10)
I am in the process of starting a new drainage design and am trying to determine the most efficient workflow in order to provide the following:
- 2D Drainage Layout
- Inlet and Pipe Computations
- Drainage Profile and Description Sheets
- 3D Drainage model (Physical Model only)
My initial thought was to create the design using SUDA and then export to Legacy Geopak in order to produce Drainage Profile and Description Sheets like I've done previously, but it seems that the export is fairly sloppy and loses a good bit of information along the way. Since I'm only really interested in the Physical components of the 3D model (for utility conflicts) and not concerned if the computations come from Legacy Geopak or SUDA Flex Tables, would it make more sense to do the design in Legacy Geopak (so it's easier to produce profiles and descriptions) and then export to SUDA for the 3D model?
Thanks!