All ideas

For example if you had two PFD files, one for the west side drainage network and one for the Eastern side drainage network (perhaps because two people were designing them). But once designed you wanted to combine into one PFD file. i believe you c...

Can PIMP (percentage impermeable) areas be defined to allow catchment areas to calculate the effective impermeable area when catchments include multiple runoff areas such as roof, hard standing and soft landscaping?

In the new update when you add the porosity it displays that porosity but it is quite an eye sore and would be beneficial to be able to remove or tone it down a bit.

when a foul sewer is simulated within flow, the software assumes a blockage within the network. This is not very useful when trying to design a network that just drains under normal circumstances. The current work around suggested by Causeway is v...

Report the actual discharge rates achieved in the approval report, not just that they are below the GFR rates.

At present you cannot have varying wheel sizes on each axle and instead can only have one fixed wheel size and width. This therefore means we cannot have accurate swept paths tracks for for vehicles and/or trailers where the wheels sizes change. A...

Given that there are other CAD based Packages other than those by AutoDesk, it would be useful to be able to run Live Design within others, probably one of the largest alternatives is BricsCAD - pair this with greater functionality within the Swep...

Clients are requesting we provide COBie information for drainage systems - it would be useful to have the ability to embed COBie data into the drainage model and export it for others to use. This is likely to be a more suitable feature in Flow but...

We use several custom LISP routines in AutoCAD to streamline our design process. The flexibility for users to write and code their own tools using LISP routines and to then use these in CausewayCAD would reduce reliance on AutoCAD and allow others...

There is an absence of guidance on the use of ReFH2 data in Flow. I understand from discussions with the Help Desk that they don't have access to the software. In the absence of reasonable guidance the ReFH2 features are worthless.