Ideas

Showing 111 of 1370

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

1 VOTE

Results tool tips for 2D Zone

Interactive tooltip appear to be missing 2D Zone element results...

Guest about 1 year ago in InfoWorks ICM / 2D Flooding 1 Under consideration

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

3 VOTE

Populate Pump run schedule based on telemetry data in WS Pro

As a planning modeler calibrating within WS Pro, I want to use the "Load from Live Data" tool on pumps in Plan mode to populate the Control Data timeseries profile based on a data stream of 1's and 0's indicating on/off. While this is already avai...

Guest over 4 years ago in InfoWorks WS Pro / Telemetry 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

1 VOTE

Varying conduit/culvert shape along its length

When modelling irregular culverts, the shape of culvert usually varies along its length as well. EX: Culvert having 900mm dia at inlet, varies along its length and at outlet has 500mm. Can this be included in the options for transition of shape al...

Guest almost 2 years ago in InfoWorks ICM / River Modeling 1 Gathering support

3 VOTE

I would like the option to model pump station that operate using VFDs.

I would like to be able to enter the full and reduced speed pump curves for each pump station that is controlled by variable frequency drives. In addition, I would need the set point or control that causes the pumps to ramp up to full speed.

Guest over 5 years ago in InfoWorks ICM / Pumps 0 Gathering support

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