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As a user I want to be able to adjust dry weather flow diurnal profiles easily to account for day light savings

Diurnal wastewater and tradewaste profiles shift over the course of the year due to day light saving time adjustments. I would like to see ICM include the ability to phase shift the diurnal patterns to account for DLS. I believe this adjustment wo...
Guest about 3 years ago in InfoWorks ICM / Calibration 3 Gathering support

Accept HKO NETCDF file format as STSD

The spatial time series data currently accept netcdf format of AUS.BOM and SJSU. HKO .nc formt is not supported . Please support HKO netcdf format.
HENRY LAM 7 months ago in InfoWorks ICM / Live Modeling 1 Will not implement

Integration of Vector Geoprocessing Capabilities in Ruby for InfoWorks ICM

I propose adding support for core vector geoprocessing operations such as clip, buffer, intersection, union, symmetrical difference, and similar tools directly within the Ruby scripting environment in InfoWorks ICM. This enhancement would signific...
Sebastian Madrid 8 months ago in InfoWorks ICM / API / Exchange 3 Gathering support

Expand gauged object results to all result fields

Currently the gauged object result fields are limited. For instance, they do not include 2d related results at nodes. As the use case for ICM has expanded so has the information that users are interested in. No longer as they just looked at 'flow ...
Alex Grist over 1 year ago in InfoWorks ICM / Results 3 Under consideration

Better scenario comparison tools

Comparing changes/differences between scenarios is a chore as it can only be done via manually checking objects or looking through a text file showing the differences. I recommend 2 improvements. 1) be able to see different scenario attributes sid...
Andrew Sherson 8 months ago in InfoWorks ICM / Tree View 3 Gathering support

Changes to a network do not propagate downstream

If you change a pipe diameter or gradient, it will not accommodate these changes in the downstream section of the network. For example upsizing and steepening a pipe in the middle of a run will mean the next pipeis undersized and goes uphill. It a...
Matthew Johnson over 1 year ago in InfoDrainage / Hydraulics 1 For Review

Variable depth for open channels and swales

One limitation we are running into is the inability to model varying depths within swales in InfoDrainage. Often open channels will run along road corridors for example where the crest either remains at a similar elevation while the depth changes....
Guest over 2 years ago in InfoDrainage / Visualization 3 In progress

Improved scenario organization

Can we have the scenarios functionality improved to allow for scenarios to be organized into folders, ordered by various attributes (other than time of creation) and a search function within the scenario window. It would be useful to have the fold...
Guest over 2 years ago in InfoWorks WS Pro / Engine 3 In progress

Convert 3d points from Civil 3D to cross section lines

River survey sections are provided as 3d points in a DWG file. These need to be converted to channel sections which needs to be done manually. There was previously a feature in RS that allowed the conversion.
Sophia Buchanan almost 2 years ago in InfoWorks ICM / Import data 0 Gathering support

make easier the result analysis

make easier the result analysis, by editing the results (e.g volume in en pipe) at a given timestep (e.g. daily, hourly...)
Christophe LECLERC about 1 month ago in InfoWorks ICM / Statistics 0 For Review