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Extra Results Outputs for some features in ICM

Hi there - Doing some work for a client I found the following limitations in results exports from Infoworks ICM: 2D Base Linear Structure: ls_underflow and ls_overflow results variables cannot have a summary of peak value exported by CSV or SHP. T...

Guest 8 months ago in InfoWorks ICM / Results 0 For Review

6 VOTE

Non-circular pipes

Please add non-circular pipes to InfoDrainage, similar to those available SSA. These need the ability to connect to manholes at either end at a minimum, but the option to be culverted as well is welcomed.

Guest 11 months ago in InfoDrainage / Hydraulics 1 For Review

1 VOTE

Design ARV & Washout size - Simulate losses & airflow during system drain down

As a planning and design team, we need to size air valves and wash outs for our system so that large pipes can be drained for maintenance in a timely manner. InfoWorks WS Pro models the draindown of water after isolation, but it doesn't take into ...

Nathan Gerdts about 2 months ago in InfoWorks WS Pro / Operations 0 For Review

7 VOTE

show upstream and downstream cover depth for connections

MicroDrainage used to show this its useful for checking cover to pipes are correct

Matt Hare about 1 year ago in InfoDrainage / Productivity 0 For Review

5 VOTE

Importing PFDs as Images for P&ID visualization

A paramount feature of this tool lies in its capability to incorporate P&IDs or PFDs in PDF format. Presently, there exists a limitation wherein P&IDs or PFDs cannot be uploaded as PDFs. The ability to upload PDFs would be transformative, ...

Javier Coronado 10 months ago in Info360 Insight / Images 1 For Review

7 VOTE

Option to remove the additional storage automatically added in geocellular systems

When designing a cellular soakaway, infodrainage automatically assumes a 1m2 plan area chamber between tank soffit and exceedance level (which would have been specified as ground level). In other structures you can specify freeboard and exceedance...

Guest about 1 year ago in InfoDrainage / Hydraulics 3 For Review

4 VOTE

Addition of error message

When creating a mesh for the 2D zone of Clip meshing, if a single infiltration zone straddles multiple 2D zones, the meshing process succeeds, but an E2225 message occurs in validation. I understand that this message occurs because the infiltratio...

Nami Ikarashi 8 months ago in InfoWorks ICM / Validation 0 For Review

4 VOTE

Displaying GIS layers above network objects

In ICM, files added through the GIS layer control dialog are displayed below the objects. Could you add a feature to display them above the objects? For example, when representing roads with shp files, displaying these backgrounds above the object...

Nami Ikarashi 8 months ago in InfoWorks ICM / GIS Layers 1 For Review

8 VOTE

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

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

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