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Velocity Result for Swale Stormwater Control Feature

The velocity parameter in a swale is an important consideration with respect to determining erosion possibility, potential swale lining requirements and help inform check-dam design & locations. As it stands you cannot get the velocity result ...
Shane Moynihan 10 months ago in InfoDrainage / Hydraulics 2 Launched

Restore the function to export formatted results to Excel (not just raw CSV data)

In 2024, we were able to print results to a formatted Excel file. As of 2026, we can only export raw csv data to Excel.
Daniel'le DeVoss 3 months ago in InfoDrainage / Reporting 3 Launched

SCS hydrology for 2D infiltration zones

SCS is a common hydrological model which would be useful to include with 2D infiltration zones.
Haddon Smith almost 2 years ago in InfoWorks ICM / Hydrology 1 Launched

Auto-Profile Feature in InfoDrainage

We are asking for a Gravity Auto Profile feature in the InfoDrainage with integration with other services as sanitary, water and electrical …etc. This feature would automate the creation of longitudinal profiles for gravity-fed drainage systems (M...
Mohamad Azzam over 1 year ago in InfoDrainage / Hydraulics 4 Launched

Hydrology SWMM Routing in ICM SIM

There is a difference in results between ICM SWMM and ICM SIM (InfoWorks networks) when a subcatchments’ internal routing set to ‘pervious’ is due to a difference in implementation/methodology. Hence a larger volumes of runoff In ICMSWMM than ICM ...
Mohamad Azzam about 2 years ago in InfoWorks ICM / Hydrology 4 Launched

Ruby Script library & drag and drop

We are using more and more ruby scripts and currently you can only assign them to the custom buttons etc. It would be very useful to set them up in a similar way to layer liost groups, Stored Query groups, themes groups etc. so that you can import...
Duncan Allen over 1 year ago in InfoWorks WS Pro / Automation / Productivity 4 Launched

Reporting of velocity through swales

If you design swales using Stormwater Controls (Swale) you will not be able to see simulated velocities through the swale. I believe you could try modelling as an open channel connection but you won't get infiltration through the sides & base.
Matthew Johnson 10 months ago in InfoDrainage / Hydraulics 1 Launched

Directory structure on Workgroup Data Server

We are working with more and more people, projects and countries on the same Workgroup Data Server, as the cost of a new server for each country are quite high. Unfortunately, there is no way to somehow make a directory structure on the Workgroup ...
Marcel Glasbergen over 5 years ago in InfoWorks ICM / Workgroup 0 Launched

Composite Runoff Coefficients

Allow the input of different surfaces with appropriate runoff coefficients for each subcatchment. For example, paved 100%, tarmac roades 90/95%, gravel 30/50%, soft 10%. This would provide a better audit trail for the net contributing areas input ...
Guest about 2 years ago in InfoDrainage 5 Launched

Clash detection between pipe networks

Can wall thicknesses be added to pipes and manholes to check clash detection
Guest almost 3 years ago in InfoDrainage 4 Launched