All ideas

When creating junction road markings using the "Give way junction" option, it would be useful to be able to toggle the give way triangle on and off as it is not always required.

Can we have Dynamic Feature Annotation please?

Currently when the Link Hydrograph Output is exported to Excel to cells are locked and the user is unable to create graphs etc. as these are greyed out. There is a work around in that the entire output's values can be copied into a new spreadsheet...

Including the rainfall intensities in the Link Hydrograph Output Table, will enable the the rainfall profile to be superimposed onto the Level/Depth profiles.

The rainfall contained in the Design Report just indicates Peak and Average Intensities. The total rainfall for the storm event should also be documented, particularly as the first 5mm of rainfall now requires interception. There will be some even...

The text contained within the Results page is quire small and not easy to read. It would also reduce the prospect of miss reading a line of data.

It seems that if a pipe has a swale upstream then the pipe uses the Manning's equations to compute flows etc, but if it has nothing upstream or a pipe upsteam then it uses the Colebrook-White equations. This means that on the same storm water syst...

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?

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

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...