Ideas

Showing 158 of 1372

ICM Status bar to show more significant figures

The status bar currently only displays levels (ground model level, water depth) to 1 decimal place. 2 Decimal places would be much more useful, Especially to ensure a node is at a low point or in the gutter invert..

Gregory Smith almost 5 years ago in InfoWorks ICM / Productivity / Visualization 1 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 almost 6 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 almost 6 years ago in InfoWorks ICM / Hydraulics / Simulations 0 Gathering support

2 VOTE

Make Grips Visibile

Lets get Grips, and make them visible! Autodesk is damn good at this. ICM is not.

Guest about 2 years ago in InfoWorks ICM / Visualization 0 Gathering support

3 VOTE

compatibility with WMTS servers

Compatibility with WMTS servers for the GIS layer control would be very urgent. Right now a lot of data is only to project from WMTS servers.

Richard Wilbrink about 3 years ago in InfoWorks ICM / GIS Layers / Import data 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 over 5 years ago in InfoWorks ICM / Hydraulics 0 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

5 VOTE

Tile only for selected windows

Choose which Windows are used for Tile Horizontally or Tile Vertically. If a Geoplan and two Long Sections are open, we want to tile only the Long Sections, so a selection for the tiling would be useful.

Guest almost 6 years ago in InfoWorks ICM / Productivity / Visualization 0 Gathering support

3 VOTE

I want Infoworks' "Export maxima to GIS" to include the below parameters to assist scour protection design within 2D Zone

1. For shear-stress-based design 1.1 Max Shear Stress (in N/m2 with at least 1 digit after the decimal point) 1.2 Hydraulic Slope at Max Shear Stress (in percent with at least 3 digits after the decimal point) 2. For velocity-based design 2.1. Max...

Phuong Mai over 3 years ago in InfoWorks ICM / Export Data / GIS Layers / Simulations 1 Gathering support

1 VOTE

Add support for Esri .lyrx files in InfoWorks and InfoAsset Manager

LYRX files can store multiple layers and/or multiple group layers at the root level. LYR files are the extension used in Esri's ArcGIS versions 10. X and ArcGIS Desktop. LYR files can only store a single layer or a single group layer at the root l...

Tony Andrews about 1 year ago in InfoWorks ICM / Data Exchange / Export Data / GIS Layers / Import data 0 Will not implement

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