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InfoSurge constant reporting interval

Often, different InfoSurge runs report results at different intervals, even though the simulation duration is the same. This makes it difficult to do comparisons of results. Please allow the user to set a report timestep like you can with a standa...

Colin Ricks 5 months ago in InfoWater Pro / Productivity 0 For Review

6 VOTE

Enable 3d view of two phases (foul and surface) simultaneously to help resolve clashes found in clash analysis.

Clash Analysis identifies pipes touching, which may be in different phases. The ability to view both phases in 3D View (as you can in Plan View) would make resolving the clashes much more efficient.

Guest over 1 year ago in InfoDrainage / Auditing / Reviewing 0 For Review

4 VOTE

Go To button to zoom to a certain pipe from the Connection table

In Civil 3D you can zoom to/select a pipe from the pipe table. It is very difficult to find specific pipes in InfoDrainage.

Daniel'le DeVoss 11 months ago in InfoDrainage / Auditing / Reviewing 0 For Review

4 VOTE

Antecedent conditions as a direct run input for design events

I would like an object similar to the 'Catchment Initial Conditions' object for the TSB, that would allow a user to directly specify and overwrite the initial NAPI value, soil store level and groundwater level, per each individual subcatchment, in...

Guest 12 months ago in InfoWorks ICM / Rainfall 0 For Review

4 VOTE

Change formatting of '2D level boundary below ground level' in the timestep log

Other warnings such as manhole shaft/chamber area occur with only one line of text with the '(and possibly others)' text. Could something similar be introduced for the '2D level boundary below ground level' warning in the timestep log? This warnin...

Tom Newman 12 months ago in InfoWorks ICM / Reporting 0 For Review

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 6 months ago in InfoDrainage / Hydrology 1 For Review

2 VOTE

Need for flexible rainfall assignment in 2D zones

In models created using ICM by Japanese users, it is not uncommon for both approaches—one where rainfall is applied to subcatchments and flood from the network flows over 2D elements, and another where rainfall is applied directly to the 2D zone—t...

Nami Ikarashi 6 months ago in InfoWorks ICM / InfoWorks 0 For Review

4 VOTE

Allow export of user flags via ruby

As a WaSC we hold our models in a central model library and need to ensure our default flags are utilised, and the descriptors are not amended. we have automated the comparison as far as possible but the flags within any new Db have to be manually...

Richard Robinson 12 months ago in InfoWorks ICM / Export Data 0 For Review

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 9 months ago in InfoDrainage / Hydrology 0 For Review

4 VOTE

Use outflow from one phase as inflow into another phase.

When working on large, multi-phase projects in InfoDrainage, it is common practice to model each development phase in different InfoDrainage phases. However, challenges arise when runoff from one phase discharges into another. Currently, users mus...

Guest about 1 year ago in InfoDrainage / Data Exchange 0 For Review

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