All ideas

Being able to adjust the depth of the rows in the section box will speed up the process of producing the long section drawing. Alterations to the table are typically also required in order to be able to read all the information. Setting the text m...

Where there are different infiltration rates (as the deep bore passes through different soils) it would be helpful if Flow was able to replicate what has possible in other software for some time, where these can be applied based on the sub soil ma...

Can we have Dynamic Feature Annotation please?

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 there be a setting added to allow the wheel spacing along an axel to be altered (say 45mm between the faces of the wheel walls)

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.

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.