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

5 VOTE

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

3 VOTE

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 about 2 years ago in InfoWorks ICM / Hydraulics 0 Gathering support

7 VOTE

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 about 5 years ago in InfoWorks ICM / River Modeling 0 Under consideration

7 VOTE

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 about 5 years ago in InfoWorks ICM / Hydraulics / Sediment 0 Gathering support

2 VOTE

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

7 VOTE

Add SWMM5 Ideal Pump to InfoWorks ICM

Does InfoWorks ICM have an equivalent to an ideal pump in SWMM which pumps whatever is entering the SPS out of the SPS? It would be a good feature to include into infoworks as I needed to play around a bit to get it. I found I had to add line 2 ...

Guest over 5 years ago in InfoWorks ICM / Hydraulics / Pumps 1 Gathering support

7 VOTE

AutoCAD objects on Conversion

As a user, I would like InfoWorks to recoginze Civil3D objects as objects and not require me to resolve the model to dumb elements

Guest over 5 years ago in InfoWorks ICM / Hydraulics / Import data / Terrain 0 Gathering support

2 VOTE

Map flow tracers showing flow patterns similar to what is presented in HEC-RAS 2D.

The graphics in RAS 2D make it extremely helpful for conveying flow patterns to clients and to the public. They are easily able to see where flow is coming from and can confirm with their knowledge of the areas.

Andrew Moore over 1 year ago in InfoWorks ICM / 2D Flooding 0 Gathering support

3 VOTE

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

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