All ideas

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.

Some functionality to group and/or filter the layers in the panel to manage the data a little better. Often, attached drawings from third parties contain unwanted layers.

It would be good to adjust the finished surface once roads/plots/drainage have been designed. This would allow 'open space' areas to be created by levelling off parts of a site. Or to create bunds/banks as part of landscaping.

Having the ability to reorder the columns and save as a user preference to avoid scrolling across the 30+ columns without having to hide them individually.

Given the development of "fit to outlet pipes (XP)" and the ability to manually set the Flush-Flow point on other ones, it would be useful to be able to have more flexibility within flow to either manually select a specific hydrobrake or at least ...

Water authorities are asking for a foul water network analysis to confirm the velocities, pipe diameters and flows. Flow cannot provide this information because the foul network has not outlet and it gets flooded. Your response is to add an hydrog...

In Causeway Flow, having an option to "Select All" storm durations in simulation settings, as well as when specifying a surcharged outfall for a specific return period, would be useful. Also, having the option to specify a surcharged outfall by wa...

The latest software download is hidden behind a sales contact form. It would be much easier if the latest software versions were listed with a download link. It could be added to the support section so users would have to login to get the link.

It would be helpful to have following parameters, including the ability to define them globally as well as locally (for node or links) Maximum gradient Minimum Gradient Maximum drop Allow Drop (locally) Maximum cover

It takes a long time for Causeway to open and run RefH2. When designing a network with input hydrographs, it becomes a slow process to re-run the model when making changes to the drainage infrastructure. It would make sense to save the generated i...