All ideas

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.

Is there a way that Flow could highlight where there is a negative cover depth? As it’s not too bad on a small network to search through all the links, but as the network gets larger it becomes harder to do. It’s only just that the red/orange/gree...

Change the units for the area column in the time area diagram to m2 (or have the ability for user to change the units between m2 and ha). When using time area diagram, as per the Green Roof Runoff Method (link below), it results in areas of 0.001 ...

Embedded carbon calculation per M of PIpe and surround and carbon report output

When plotting long sections, it would be useful to be able to show the crossings from other drainage networks. The crossing are shown on the long sections viewer in flow but not when you plot them.

The sum of the total impermeable area is not currently printed on the calcs, this could be incorporated with the total Time/Area information (as per a previous suggestion) as MicroDrainage does.

The mimimum pipe length in Flow is currently set to 1m. Where modelling junctions and connections there may be less than 1m between the junctions. Please revise the minimum length to around 300-500mm.