All ideas

Following recent liaison with Hydro International they could select the 'XC' Hydrobrake Objective within their API to specify the relevant products based on Design Depth and Flow. However, we can't select this option within the Flow Controls secti...

We have noticed that for high Flowrates (100l/s and 380l/s) on a recent project that the Hydrobrake Min Outlet and Node Diameters do not populate and return a zero value. It is our understanding that this part of Flow is using the API provided by ...

Particularly for the new dry swale modeling feature in V16 it would be good to be able to apply different infiltration rates at different depths. Modelling different structures with different rates is not as effective as having them within one str...

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...

I wanted to share an idea that might help improve usability when creating link types (such as a swale or dry swale). Would it be possible to include a diagram or visual display feature, similar to what appears when creating a storage structure? Th...

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

Within Microdrainage there was a function (Save Hydorgraph (HYQ) Data) for creating a depth Hydorgraph which can then be used for Flow to calculate a submerged outfall into a flooded area, could a similar function be provided within Flow

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.

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.