Hydraulics

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Results tool tips for 2D Zone

Interactive tooltip appear to be missing 2D Zone element results...

Guest 10 months ago in InfoWorks ICM / 2D Flooding 0 For Review

AutoCAD objects on Conversion

As a user, I would like InfoWorks to recoginze Civil3D objects as objects and not require me to resolve the model to dumb elements

Guest almost 6 years ago in InfoWorks ICM / Hydraulics / Import data / Terrain 0 Gathering support

6 VOTE

Dissolve river reaches into multiple river reaches

It would be great to have the capability to generate automatically and perfectly snapped nodes in all/some of the X-sections of one/multiple river reaches in ICM and therefore split that river reach into various river reaches (kind of the opposite...

Guest over 5 years ago in InfoWorks ICM / River Modeling 0 Gathering support

6 VOTE

Simple means to set initial storage area water surface elevations

Please incorporate a system for setting initial water surface elevations in storage nodes that works as easily as the process is in XPSWMM or HEC-RAS. The program should hold this water level during warm-up stabilization.

Guest over 5 years ago in InfoWorks ICM / Hydraulics / Simulations 0 Gathering support

1 VOTE

2D Result Long Profile results comparison

When doing flood study, XPSWMM had a cross-section tool that would show WSEL. While I can use US/DS profiles to compare two scenarions - I want to cut a long section along a 2D channel (and no I am not converting it to River Sections as it defeats...

Guest 11 months ago in InfoWorks ICM / 2D Flooding 0 For Review

2 VOTE

Interpolate bank elevations from cross-section ends

It often happens that river reaches are constructed from traditional surveyed cross-sections, which is of a higher accuracy compared to LIDAR data. A common need is for the bank elevations between the surveyed cross-sections to be interpolated bas...

Guest almost 2 years ago in InfoWorks ICM / River Modeling 0 Gathering support

2 VOTE

Map flow tracers showing flow patterns similar to what is presented in HEC-RAS 2D.

The graphics in RAS 2D make it extremely helpful for conveying flow patterns to clients and to the public. They are easily able to see where flow is coming from and can confirm with their knowledge of the areas.

Andrew Moore almost 2 years ago in InfoWorks ICM / 2D Flooding 0 Gathering support

5 VOTE

Update user defined vortex controls in ICM so hydrobrake head discharge curves can be modelled

Current user defined vortex controls don't accept head discharge curves where the discharge reduces for increasing head i.e. what happens in a hydrobrake. It would be useful to get this updated to ensure consistency between ICM and drainage design.

Guest about 5 years ago in InfoWorks ICM / Hydraulics 0 Gathering support

2 VOTE

RTC - Allow data to be pasted into tables and it automatically generate the rows

The only way to add new rows to an RTC Table is to manual click on them - if would be better if you could paste a large number of rows from Excel and it auto-generates the rows in the same way as when pasting data into the Inflow table.

David Beesley over 2 years ago in InfoWorks ICM / RTC 0 Gathering support

3 VOTE

Revision to manhole representation

ICM's default representation of manholes could be more accurate. The limitations of current setup allows accurate representation of either the shaft or the benching but not both. Thus most people tend to apply chamber areas to invert which overest...

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

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