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AutoCAD Civil 3D TIN Surfaces

I would like to import Autodesk Civil 3D TIN surfaces (including point clouds) into ICM as ground models without exporting to LandXML
Guest about 5 years ago in InfoWorks ICM / Import data / Terrain 2 Gathering support

Apply RTC / observed values to Sluice Linear Structures

At the moment we cannot move sluice linear structures in 2D. We're wanting to model a river entirely in 2D but the river is subject to a series of barrages that would require control. Therefore it would be essential to apply RTC and observed setti...
Richard Body over 4 years ago in InfoWorks ICM / River Modeling / RTC 0 Gathering support

Include a new conduit type for tile drains

Add a new conduit type to model tile drains or underdrains. These are common in agricultural fields and certain stormwater control structures. Currently, its difficult to model these since you can't account for the time it takes to infiltrate from...
Ryan Brown almost 2 years ago in InfoWorks ICM / Hydraulics 0 Gathering support

Include weirs and orifices in xpswmm ensemble statistics

Please include weirs and orifices in the ARR Ensemble Statistics summary. Currently, only conduits or natural channels are included.
Guest about 4 years ago in InfoWorks ICM / Results 0 Gathering support

Net rainfall results

Can we please have net/effective rainfall as a result?
Richard Body about 4 years ago in InfoWorks ICM / Hydrology / Rainfall 0 Gathering support

Auto themes

When themes are set and the upper and lower values for a set of themes have been defined, the auto themes button starts with the non linear interpolation between the minimum and maximum value, it would be great if this interpolation could initiall...
Guest almost 5 years ago in InfoWorks ICM / Visualization 0 Under consideration

Document how results pfc vs r.pfc are calculated for open channels

in the long plots we ask for two capacities, we get pfc vs r.pfc for pipes they are the same , but for open channels such a trapezoidal they are different. there seems to be no literature on this.
John Krpan 7 months ago in InfoWorks ICM / Results 2 For Review

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 about 1 year ago in InfoWorks ICM / River Modeling 0 Gathering support

Export results without the ICM interface

I have found that exporting 2D zones results is very slow. I would ideally like to be able to export maximum 2D zones from a series of simulations without the need to open ICM. As an added feature I would like the exported GIS files (or whatever f...
Guest about 1 year ago in InfoWorks ICM / Export Data 1 Gathering support

Correct calculation of volume within storage node when using porosity

Currently when a porosity value is applied to a storage node, the porosity is only applied for storage array entries which are below ground level. Storage array entries above ground level are assumed to have a porosity of 100%. Between the highest...
Lizzie about 3 years ago in InfoWorks ICM / Hydraulics 1 Gathering support

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