All ideas

Within Flow, I believe that we have found something where a feature could be slightly amended to aid some standard design processes. Currently, within “MH types”, there is a section where standard/minimum manhole diameters can be set by depth. We ...

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...

Would is be possible to produce Hydrograph data for a Node that included the critical data all the way up to the Modelled storm event for all critical events. Currently we seem to get data shown up to the critical event then only about half the ti...

The cumulative area calculation discounts everything before a flow through structure and the nodes attached to the structure. LLFA's are now requesting calc files due to the print out also reading your incorrect pathing of calculations. Theirs no ...

Add a column for manhole cover loading classification on manhole schedule. Required for S104 and construction plans

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.

There is a requirement to be able to produce design reports for separate sections of a larger Flow network when working on multi-phase developments.

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.

Add a column called ‘Infiltration Volume’ to the simulation results table which indicates the total volume of water infiltrating into the ground at the upstream manhole during the selected storm.