Ideas

Showing 150 of 1442

Junction Loss

There need to be more options for calculating junction loss. Having values for entry and exit loss isn't enough. Recommend HEC-22 and AASHTO at a minimum.

Guest over 1 year ago in InfoDrainage / Hydraulics 2 Gathering support

11 VOTE

Include regulator state in graph reports

this can only be done with custom graphs, would be easier in standard graphs for run comparison

Guest about 3 years ago in InfoWorks ICM / Results 0 Gathering support

18 VOTE

Export Max Flood Contours - Elevation

It would add value to ICM if users could export the Maximum Flood Contours as Elevations in the same way that we can for Depth. This would be particularly useful as currently Depth is the only property that be be exported as an ASCII Grid file. I...

Guest about 5 years ago in InfoWorks ICM / Export Data / Results / Sharing 2 Gathering support

3 VOTE

NOAA Durations

InfoDrainage supports only a limited subset of NOAA Atlas 14 storm durations: 360 minutes (6 hours), 720 minutes (12 hours), 1440 minutes (24 hours), and 5760 minutes (4 days). However, NOAA Atlas 14 provides a broader range of precipitation durat...

Guest 11 months ago in InfoDrainage / Hydrology 0 For Review

19 VOTE

Model results as TVD connectors

We'd like to have model results as an input in the TVD connectors. An example is where we have observed flows that we would like to use at a tributary and then switch to catchment flows when the observations run out. We know this can be done using...

Richard Body over 5 years ago in InfoWorks ICM / Calibration / Results / Sharing / Time Series DB 0 Gathering support

7 VOTE

Results management - be able to see the size of sim results before they are downloaded from the cloud

It would offer additional, useful functionality if the user could see the size (MB/GB) of results files BEFORE downloading them locally. This could be shown via the log file, PRN, Results management, simulation properties, or all of the above. Any...

Saul Bradford about 2 years ago in InfoWorks ICM / Results 2 Gathering support

3 VOTE

Add an option to 'apply rainfall' directly to river reach objects

Currently a user would need to define a subcatchment to generate runoff for a river reach. This is okay for 1D models but for 1D/2D models, especially 2d runoff models it adds some additional steps for the user. It would be nice for add a 'apply r...

Alex Grist 11 months ago in InfoWorks ICM / River Modeling 2 Under consideration

2 VOTE

simulation .elog file available via UI

Prior to ICM 2025, right clicking on the completed simulation > Open As would give access to the "simulation log", which contained useful details about the initialisation and failure reasons of the simulation. It would also contain diagnostics ...

Iain Scott 7 months ago in InfoWorks ICM / Results 1 Under consideration

2 VOTE

Add ability to use custom curve number tables other than the default TR-55

Many jurisdictions publish their own set of curve numbers for different land uses which they will expect to see during plan review. The local curve number sets often differ from TR-55. Please allow us to build custom curve number sets based on lan...

Guest 7 months ago in InfoDrainage / Hydrology 1 For Review

15 VOTE

Add a result grid window for cross sections

Currently there is not a grid results window to show all cross sections. Would be helpful to have one. Also would be good if the grid window can show geometric elements of each cross section, such as bank levels, flow area, wetted perimeter, hydra...

Guest over 4 years ago in InfoWorks ICM / Grids / Results 0 Gathering support

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