Hydraulics

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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 3 years ago in InfoWorks ICM / Hydraulics 0 Gathering support

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 almost 6 years ago in InfoWorks ICM / River Modeling 0 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 6 years ago in InfoWorks ICM / Hydraulics / Simulations 0 Gathering support

5 VOTE

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 5 years ago in InfoWorks ICM / Hydraulics 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 2 years ago in InfoWorks ICM / River Modeling 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 2 years ago in InfoWorks ICM / 2D Flooding 0 Gathering support

3 VOTE

Revision to manhole representation

ICM's default representation of manholes could be more accurate. The limitations of current setup allows accurate representation of either the shaft or the benching but not both. Thus most people tend to apply chamber areas to invert which overest...

Guest almost 4 years ago in InfoWorks ICM / Hydraulics 0 Gathering support

2 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 2 years ago in InfoWorks ICM / RTC 0 Gathering support

4 VOTE

Improvement on the Numerical Correction Process in ICM

The current procedure for ‘Numerical Correction’ in ICM requires users to remove any existing values to calculate the correction (for Preismann and Base flow) before the inbuilt routine is run. If this wasn't made the calculated correction values ...

Guest almost 6 years ago in InfoWorks ICM / Hydraulics 1 Gathering support

3 VOTE

Calculation of Pump Power in ICM

A pump curve and energy/efficiency curve can be input into the software however there is no way to output the energy used by the pump. South Gippsland Water were keen on understanding whether ICM could do this to report their energy efficiency bas...

Ann Pugh almost 5 years ago in InfoWorks ICM / Pumps 0 Gathering support

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