All ideas

Just a preference option to dispaly slopes in percentage rather than in 1:X only in Flow.

The software asks for infiltration rate as m/hr which is based on BRE365 Infiltration testing in trial pits. Trial pits are not feasible for deep infiltration and as such the radial infiltration rate, the one we get from borehole testing, should b...

A wizard for reducing down one or more storage structures to the optimum required size. Something like this: Select all storage features of interest. Enter key design criteria (e.g. max depth, porosity, design storm of interest etc.) Run an optimi...

There doesnt seem to be any 'locking' of PFD files when they're opened. Currently individuals, or multiple users, can open the same file and overright it. Clearly thats less than ideal! It also happens with SmartTools, if you export out of SmartTo...

We need to upsize wastewater pipes from 150mm dia. to 225mm dia. as soon as the total number of dwellings contributing to that pipe exceeds 20. Could this be added to the Auto-design parameters?

Why does the window size of Flow decrease so much if it is moved from one screen to another when using multiple screens? Somewhat annoying to have to re-size it in the 2nd screen

When calculating the pre-development discharge rates you get the Qbar and the Qmed for the requested return periods. For discussions with utility providers would be useful to obtain it for storm durations like the 15minutes and 30 minutes storm.

Can a function be added to allow users to model building connections such as foul connections or connections from RWPs. This would allow the modelling of all below ground drainage in one model and allow BIM collaboration with other design discipli...

It will be beneficial if the outflow rates below 1 litres per second can be specified to the exact decimal point. This is because a minimal change in a small outflow can have an impact on the storage required.