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InfoDrainage

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Allow a underdrains to have a different slope to the SuDS feature

Allow a storage structure such as dry swale, bioretention area or infiltration trench to have a different slope to the underdrain. Currently the underdrain has to follow the slope of the feature, which is not a real life representation of how they...
Guest 8 months ago in InfoDrainage / Hydraulics 0 For Review

Variable depth for open channels and swales

One limitation we are running into is the inability to model varying depths within swales in InfoDrainage. Often open channels will run along road corridors for example where the crest either remains at a similar elevation while the depth changes....
Guest about 2 years ago in InfoDrainage / Visualization 1 Under consideration

Allow no delay connections with a free flow outlet option instead of automatic orifice nodes.

Currently when flows from a pipe with a free outlet node is diverted to a different location via a no delay connection, the free flow outlet automatically changes into an orifice, which in fact does not exits there. This orifice also needs a manua...
Iwona Savas 5 months ago in InfoDrainage 0 For Review

Ability to change flow path in the profile view

It would be very convenient to be able to select a different flow path from within the long section (profile) view.
Matthew Johnson 8 months ago in InfoDrainage / Auditing / Reviewing 0 For Review

Colour coding of connections and junctions

Can the functionality of colour coding pipes (by depth, diameter, flood status or user-choice) be added. This is very useful for checking models or recording changes, pipe condition, ownership etc.
Matthew Johnson 8 months ago in InfoDrainage / Visualization 0 For Review

Annotation

Please can we request the ability to add free notation e.g. model notes / assumptions. A similar feature was present in MD DrawNet and allowed communication of model specifics within the model.
Matthew Johnson 8 months ago in InfoDrainage / Reporting 0 For Review

Point and line source objects for flooding 2D Analysis

I would like to assess the site and drainage network for flooding from a particular source that does not originate from a surcharged network. ICM has both of these objects available. The idea would be to connect a base flow, hydrograph or catchmen...
matthew.piggott 3 months ago in InfoDrainage / 2D Flooding 0 For Review

Amend & Simplify Report /Print Outputs

Would be useful to be able to fully customize the printed report outputs i.e. remove inlet, outlet information from controls, remove SuDS icons, remove unused or unimportant colums from results tables. It would also be good to be able to resize co...
David Williams 6 months ago in InfoDrainage / Reporting 0 For Review

Button: Apply to all phases

To each of the build screens, next to "apply", add another button, "apply to all phases". This would save a lot of time when making tweaks to models for which more than one phase is being run (which is most models)
Guest 9 months ago in InfoDrainage / Hydraulics 0 For Review

Results tables to be ordered from most upstream junction/connection to outfall

As per the title, currently the results tables are presented in numerical order - which doesn't always make sense when interpreting the results. I.e should be presented in the same order they were in Microdrainage.
Guest 9 months ago in InfoDrainage / Reporting 0 For Review