All ideas

ICM UPM tool - running all impact durations at the same time

For any CSO assessment we do, we always have to compare standards for all impact durations (1hr, 6hr, 24hr). We’ve found setting up the tool the exact same way 3 separate times, only selecting a different impact duration, very slow and inefficient...

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

8 VOTE

Add support for nodes in Infoworks ICM "custom graph observed/predicted report" to compare water level

I would like to compare predicted(sim) and observed values at nodes for level. Currently the report only supports links, and the closest thing is the pipe depth at the node.

Mel Meng over 2 years ago in InfoWorks ICM / Reporting 0 Gathering support

2 VOTE

Add total rainfall depth to graphs

I'm told this used to be included but at some point was removed. When quick graphing subcatchment details, it includes a rainfall graph, but unless you specifically choose rainfall (which then just gives yuo two rainfall grpahs), it doesn't give a...

Greg Jones 7 months ago in InfoWorks ICM / Results 0 For Review

2 VOTE

easier import/update for demand diagram and demand scaling

I want to be able to import demand categories from csv. The format the ddg-file has to be in to be able to import it is very complex. Creating or updating Demand Diagrams can take up a lot of time

Caroline Heylen 7 months ago in InfoWorks WS Pro / Productivity 1 For Review

2 VOTE

result grid for customer points

Currently results for customer point minimum and maximum pressures can be retrieved using various steps.

Guest 7 months ago in InfoWorks WS Pro / Automation 0 For Review

12 VOTE

Better functionality for multiruns

- number episodes in episode collection - sort runs according to number - greater timesteps for runoff only runs - resume with next run if a run fails - easy export of maximum results of runs (without results of the runoff only runs)

Guest over 3 years ago in InfoWorks ICM / Simulations 0 Gathering support

6 VOTE

Totalizer Valve and Controls

It would be very useful to have a totalizer valve which closes after a certain amount of flow passes through over a given time, such as 5 MGD over a day, then reopens once that time period has passed. Alternatively, a control option based on a pip...

Guest almost 2 years ago in InfoWater Pro / Operational Modeling 2 Under consideration

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 about 1 year ago in InfoWater Pro / Productivity 0 Gathering support

2 VOTE

Add validation for errors causing simulation to fail

If a conduit has a cross section with zero width, the simulation will fail with the following message: "Fatal 37: INTEGRITY FAILURE: geo_setup - invalid conveyance for ABC474.1, section 1". The validation does not catch this error. It would be hel...

Corina Overman 7 months ago in InfoWorks ICM / Validation 1 For Review

3 VOTE

weighted roughness value according to the % of rougness zone within the 2D element

We have more and more detailed data and detailed models. This results into very detailed land use polygons then very detailed roughness zones. It means that a 2D element can contain several roughness zones. Intead of using the barycenter of the 2D...

Armonie COSSALTER 11 months ago in InfoWorks ICM / 2D Flooding 1 For Review

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