Ideas

Showing 338 of 1370

Infodrainage - Display Settings - Annotation Connections Slope

Infodrainage - Display Settings Slope annotation in connections to be 1:x rather than shown as x(1:x)

Guest about 3 years ago in InfoDrainage 1 Gathering support

Velocity and proportional velocity to be shown on Tables

When designing sewers a critical design criteria is the pipe velocity when full or at design discharge rate. It makes designing sewers quite iterative without this included

Guest about 3 years ago in InfoDrainage 1 Already exists

3 VOTE

Sewer Design - Depth to soffit

InfoDrainage currently has the depths shown as depth to invert when depth to soffit is more useful to ensure the sewer has sufficient cover

Guest about 3 years ago in InfoDrainage 1 Under consideration

3 VOTE

Provide Hydraulic Results in Civil 3D

As a Drainage Design user, I want to annotate the various Hydraulic results in plan and in profile within Civil 3D. I would like these results to automatically appear from my InfoDrainage design results.

Guest about 3 years ago in InfoDrainage 2 Under consideration

3 VOTE

Improve Snap Marker visibility

Improve the Snap marker visibility as they blend into the object making the snap markers nearly invisible

Guest about 3 years ago in InfoDrainage 1 Already exists

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

2 VOTE

Output to 2D CAD to have option of what units to export in.

When using the output to CAD function often when opening the file it says its in inches or ft. It would be good to have the option to change this to m or mm.

Guest about 2 years ago in InfoDrainage / Data Exchange 1 Gathering support

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

1 VOTE

Robust pond editor

Add options for complex pond shapes and items. Many municipalities now require items like latorial shelves, forebays, baffles, etc. these items do influence the detention time in the pond and can have effects on staging. While the size items can b...

Corey Balenger about 1 year ago in InfoDrainage / Hydraulics 0 For Review

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 over 2 years ago in InfoWorks ICM / 2D Flooding 0 Gathering support

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