All ideas

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.

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...

For example if I set "F" prefix for the foul chambers in "Annotations", the manholes on the layout will appear as intended (F1, F2, etc...). However these prefixes are ignored when generating other drawing outputs such as schedules or long section...

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...

I don't believe it is possible to simply display the storage amount in printed results (Design Report) as a separate entity. It does of course show up within the results list for the various storms, however, this is not very clear and of course is...

We are trying to add storage off of a manhole, however don't want the IL as per the manhole or the base of storage. We have designed the soakaway 10m x 20m with a depth of 1m. We want the IL to be different to the manhole IL and have added the soa...

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