Ideas

Showing 288 of 1370

Permeable Pavement with varying depth

Please add an option to input the surface slope and formation level slope for the permeable pavements to represent the varying depth of storage below. This is one of the 3 options we use at steeper sites to provide adequate storage in permeable pa...

Dilraj KT over 1 year ago in InfoDrainage / Hydraulics 0 For Review

2 VOTE

More informative Analysis Error messages in InfoDrainage

A common error in InfoDrainage is "The analysis has encountered an error and has been stopped." with no additional troubleshooting guidance, or hints about where the error originated. See some of the typical causes here: It would be helpful to hav...

Daniel'le DeVoss 4 months ago in InfoDrainage / Auditing / Reviewing 2 Gathering support

7 VOTE

Sort and collapse all option in flowpath Network Design Report

It would be useful to be able to ‘collapse all’ for branches in the Network Design Report. It would also be useful to be able to sort the connections (and junctions) in order of upstream→downstream or alpha/numeric. At the moment it seems rather a...

Matthew Johnson about 1 year ago in InfoDrainage / Auditing / Reviewing 0 For Review

4 VOTE

HEC-22 Inlet reporting

The "Export HEC-22 Result to Excel" button in the calculator only includes results. Looking at flexible reporting, the HEC-22 data is only input, so I then have to use the results data from the calculator and the input data from flexible reporting...

Guest 8 months ago in InfoDrainage / Hydraulics 1 For Review

2 VOTE

Weir coefficients

Expand the allowable range of weir discharge coefficients in InfoDrainage and provide an optional depth–coefficient user defined table to improve modeling flexibility and accuracy. Weir discharge coefficients (English units) typically range betwee...

Guest 4 months ago in InfoDrainage / Hydraulics 0 For Review

7 VOTE

Liquid filled/Flooded drainage network

Liquid filled/Flooded drainage network- the system should be required to design flooded drainage network i.e. drainage pipe should be always filled with liquid for entire length up to the discharge point. Like a surcharge up to manhole cover (liqu...

Guest about 1 year ago in InfoDrainage / Hydraulics 0 For Review

16 VOTE

Cross section result view: keyboard shortcuts to go upstream or downstream

In the cross section result view (showing the water level), in RS there was the possibility to go upstream or downstream with PageUp/PageDwn, in ICM you have to right click to move upstream or downstream

Guest almost 3 years ago in InfoWorks ICM / Productivity / Results / River Modeling 0 Gathering support

25 VOTE

Zoom graphs on either axis

Many software suites allow the option to zoom in on both y and x axes on their graphs. However, ICM only allows zooming on the x-axis which often takes away the ability to see trends for lower or higher conditions. I am aware that it is possible t...

Guest over 4 years ago in InfoWorks ICM / Calibration / Productivity / Results 4 Gathering support

7 VOTE

Button: Apply to all phases

To each of the build screens, next to "apply", add another button, "apply to all phases". This would save a lot of time when making tweaks to models for which more than one phase is being run (which is most models)

Guest about 1 year ago in InfoDrainage / Hydraulics 0 For Review

10 VOTE

Pipe names missing in export from Civil3D

When exporting pipes from Civil3D to Infodrainage, the pipe names keep reverting to the autogenerated names given when pipe is created in Civil3D even though they were renamed in Civil3D.

Jenna Woyner almost 2 years ago in InfoDrainage / Civil3D Integration 1 Under consideration

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