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Hydraulics

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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 about 5 years ago in InfoWorks ICM / River Modeling / RTC 0 Gathering support

ICM - HEC-22 Combination Inlet for continuous grade inlets

Currently ICM has 6 FWHA Gully Inlet types: ContCo Continuous Curb Opening ContG Continuous Grate SagC Sag Combination SagCO Sag Curb Opening SagG Sag Grate and UPC Grate A commonly used Inlet type (particularly in QLD Australia) that is missing ...
Guest over 2 years ago in InfoWorks ICM / Hydraulics 0 Gathering support

Results tool tips for 2D Zone

Interactive tooltip appear to be missing 2D Zone element results...
Matt Anderson 8 months ago in InfoWorks ICM / 2D Flooding 0 For Review

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 over 3 years ago in InfoWorks ICM / Hydraulics 1 Gathering support

Call the 'Total storage calculation' function from a ruby script and write the output into a csv-file

It would be a great feature to call the 'Total storage calculation' function from a ruby script and write the output into a csv-file. If it is not possible to call the build-In function from ruby, it would also help to call the 'storage calculat...
Guest over 3 years ago in InfoWorks ICM / API / Exchange / Export Data / Ponds/Storage 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 over 2 years ago in InfoWorks ICM / Hydraulics 0 Gathering support

Transfer roughness values after cross section extension

When a cross section is extended, the roughness values are not populated automatically when it is probably valid in a significant number of cases to carry forward the existing roughnesses of the cross section end points.
Guest over 5 years ago in InfoWorks ICM / River Modeling 0 Under consideration

Export river cross sections for an ICM model

At present, ICM river cross sections can only be exported to dwg one by one. It would be helpful to be able to export all the modelled cross sections in a single operation (eg via data export centre)
Guest almost 4 years ago in InfoWorks ICM / Export Data / River Modeling 1 Already exists

Modelling of mud and other non-Newtonian flows

We've a lot of work at the moment modelling the failure of tailings dams. Tailings dams typically have material that acts in a non-Newtonian manner. To effectively model these sorts of fluids would require the inclusion of additional fluid propert...
Richard Body over 5 years ago in InfoWorks ICM / Hydraulics / Sediment 0 Gathering support

2D Result Long Profile results comparison

When doing flood study, XPSWMM had a cross-section tool that would show WSEL. While I can use US/DS profiles to compare two scenarions - I want to cut a long section along a 2D channel (and no I am not converting it to River Sections as it defeats...
Matt Anderson 10 months ago in InfoWorks ICM / 2D Flooding 0 For Review

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