Hydraulics

Update user defined vortex controls in ICM so hydrobrake head discharge curves can be modelled

Current user defined vortex controls don't accept head discharge curves where the discharge reduces for increasing head i.e. what happens in a hydrobrake. It would be useful to get this updated to ensure consistency between ICM and drainage design.

Guest over 6 years ago in InfoWorks ICM / Hydraulics 0 Gathering support

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 almost 7 years ago in InfoWorks ICM / Hydraulics / Sediment 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 about 5 years ago in InfoWorks ICM / Hydraulics 1 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 about 7 years ago in InfoWorks ICM / Hydraulics / Pumps 1 Gathering support

4 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 about 4 years ago in InfoWorks ICM / Hydraulics 0 Gathering support

5 VOTE

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 over 5 years ago in InfoWorks ICM / Export Data / River Modeling 1 Already exists

6 VOTE

Dissolve river reaches into multiple river reaches

It would be great to have the capability to generate automatically and perfectly snapped nodes in all/some of the X-sections of one/multiple river reaches in ICM and therefore split that river reach into various river reaches (kind of the opposite...

Guest over 6 years ago in InfoWorks ICM / River Modeling 0 Gathering support

2 VOTE

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...

Guest over 2 years ago in InfoWorks ICM / 2D Flooding 1 Gathering support

6 VOTE

Simple means to set initial storage area water surface elevations

Please incorporate a system for setting initial water surface elevations in storage nodes that works as easily as the process is in XPSWMM or HEC-RAS. The program should hold this water level during warm-up stabilization.

Guest almost 7 years ago in InfoWorks ICM / Hydraulics / Simulations 0 Gathering support

3 VOTE

RTC - Allow data to be pasted into tables and it automatically generate the rows

The only way to add new rows to an RTC Table is to manual click on them - if would be better if you could paste a large number of rows from Excel and it auto-generates the rows in the same way as when pasting data into the Inflow table.

David Beesley over 3 years ago in InfoWorks ICM / RTC 1 Gathering support

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