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Changes to a network do not propagate downstream

If you change a pipe diameter or gradient, it will not accommodate these changes in the downstream section of the network. For example upsizing and steepening a pipe in the middle of a run will mean the next pipeis undersized and goes uphill. It a...

Matthew Johnson about 1 year ago in InfoDrainage / Hydraulics 1 For Review

3 VOTE

Adding 'Fall' of connections to tables and make editable

in the editing table we only have slope, and invert levels to edit connections. It would be greatly useful if the fall was added to a the pipe data table so this can be viewed and edited where. particularly for maintaining level soffits and check ...

Guest 3 months ago in InfoDrainage 0 For Review

11 VOTE

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 12 months ago in InfoDrainage / Reporting 0 For Review

6 VOTE

SCS generation - automatically pull data

InfoDrainage says it 'Generate(s) SCS data' but it really just links to the SCS website. Can Autodesk refine this to be more like the NOAA Atlas 14 which really does pull the data automatically into InfoDrainage.

Tim Medearis 7 months ago in InfoDrainage / Rainfall 0 For Review

34 VOTE

As a user I want to be able to adjust dry weather flow diurnal profiles easily to account for day light savings

Diurnal wastewater and tradewaste profiles shift over the course of the year due to day light saving time adjustments. I would like to see ICM include the ability to phase shift the diurnal patterns to account for DLS. I believe this adjustment wo...

Guest about 3 years ago in InfoWorks ICM / Calibration 3 Gathering support

7 VOTE

Easily query model results

Add the ability to easily query model results, such as: Junctions with pressure less than ## Pipelines with velocities higher than ## Valves with flow greater than ## etc. These could be added to a domain or viewed in the report manager. This is a...

Guest 8 months ago in InfoWater Pro / Productivity 2 For Review

4 VOTE

Allow Constant Water Level in Tanks

We frequently need to run multiple time steps on steady-state simulations. Currently, to maintain a constant water surface elevation, we use a Reservoir element instead of a Tank. As a result, our models now include both a Tank (for non-steady-sta...

Joshua Alexander 4 months ago in InfoWater Pro / Productivity 0 Gathering support

8 VOTE

Slope in %

It would be very handy if the slope input option of % be present regardless of Regional settings; being just 1:x is an important limitation; also, if the slope in % could be shown in the section views, would be nice.

Guest 9 months ago in InfoDrainage / Hydraulics 0 For Review

3 VOTE

Request for improved ID handling when importing xpswmm models

I would like to request an enhancement regarding an issue that occurs when importing xpswmm models into ICM. Normally in ICM, when land use and runoff surface settings are shared across multiple subcatchments, a single land use ID is used for all ...

Nami Ikarashi 3 months ago in InfoWorks ICM / Import data 2 For Review

26 VOTE

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 over 2 years ago in InfoDrainage / Visualization 2 Under consideration

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