Community
We have ASSA Autodesk Sanitary and Storm Analysis and have been using it for design. We like the software. Have a question though. If you have a storm sewer network that can handle a 10-year storm flow only and the difference between the 10- and 100- year storm flows over top the storm sewer system, can the software handle that case? Stormwater will flow in the pipes and over land above the storm sewers. Do you need to spilt those and run storm network and channel over top separately.