All ideas

Direct Runoff

Please allow for direct runoff with no transformation. Even with a Tc of 0, there is still some small amount of lag in applying the rainfall hydrograph. In the absence of custom S-graphs, this would allow the user to conservatively demonstrate no ...

Justin Brown about 17 hours ago in InfoDrainage / Hydrology 0 For Review

1 VOTE

Treat cross section as any other object for results

Make the access to cross section results easier such as any other object (links or point). Cross section result are only accessible from click&plot or grid but not from user/combined graphs/label (which would be very useful to check level a a ...

Raphael BAUBION about 20 hours ago in InfoWorks ICM / River Modeling 0 For Review

6 VOTE

Dry swale Modelling workflow

Issue Summary: When modelling a wet or dry swale using the native swale element, the swale does not align to the existing ground profile. Instead, it generates a swale based solely on the defined parameters and the exceedance elevation from the pr...

Guest 11 days ago in InfoDrainage / Hydraulics 0 For Review

1 VOTE

Parallel Processing of Hydraulically Independent DMAs in WS Pro

For utilities managing large water distribution systems, there is clear value in maintaining multiple distribution networks (DMAs) within a single WS Pro model, particularly when each DMA is hydraulically independent and bounded by fixed‑head cond...

Juan Carlos Ortega 3 days ago in InfoWorks WS Pro / Engine 0 For Review

1 VOTE

Update Flow Survey Importer

Please update the Flow Survey Importer function within InfoWorks ICM. This part of the software is straight out of HydroWorks and contributes to RSI (repetitive strain injury) for users. As to import a flow survey it requires clicking on each moni...

Tom Walker 3 days ago in InfoWorks ICM / Import data 0 For Review

1 VOTE

Additional 2D hydraulic results

For both the Deluge and the 1D/2D Analysis, it would be useful to report on additional hydraulic results than just the depth and D*V. Flow, Velocity and Water Elevation are also critical parameters required to report on, for example. Along with th...

matthew.piggott 4 days ago in InfoDrainage / 2D Flooding 0 For Review

18 VOTE

ICM-IAM-WSPro Save grid layout as a database object

Users can set up different configurations of their data grids depending on the work they are doing. They can then save the grid layouts as default for a particular network, or default for the type of network, and export to an iws file. This is par...

Tony Andrews 3 months ago in InfoWorks ICM / Grids 2 Under consideration

9 VOTE

Be able to edit commit notes in cloud databases, like you can for workgroup ones.

Not sure if this functionality has been intentionally removed or just not added for cloud yet?

Saul Bradford about 1 month ago in InfoWorks ICM / Network 0 For Review

27 VOTE

Japanese Standard Rainfall Intensity Formulas

In Japan, four rainfall intensity formulas (Talbot, Kuno-Ishiguro, Cleveland, Sherman) are used in sewerage planning, including stormwater drainage. According to a survey report by the Ministry of Land, Infrastructure, Transport, and Tourism, thes...

MASASHI KAWAMURA 5 months ago in InfoDrainage / Rainfall 0 Gathering support

3 VOTE

Visual identification between cloud summary and full results

Can you add a visual identification so it is easy to differentiate between cloud results that are summary or cloud, whilst still retaining their status?Something like a simple border or shadow of the simulation icon would be ideal and easy to see ...

Wayne Potter 18 days ago in InfoWorks ICM / Simulations 0 For Review

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