Ideas

Showing 150 of 1442

snap river reach lines to cross sections

When creating river reach links the vertices should snap to cross sections so that vertices are only created on the cross-section lines (if vertices are to close on river reach objects you get meshing problems later on!) and is easier to follow th...

Guest over 2 years ago in InfoWorks ICM / River Modeling 0 Gathering support

2 VOTE

ILSAX Runoff Method

ILSAX is a public domain MS-DOS program developed from the South African ILLUDAS-SA program, which was itself a development of the American ILLUDAS program and the British Transport and Road Research Method (known as the TRRL or RRL model). It was...

matthew.piggott almost 2 years ago in InfoDrainage / Hydrology 1 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 4 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 about 6 years ago in InfoWorks ICM / River Modeling 0 Gathering support

2 VOTE

Infiltration Trench using BRE DIGEST 365 method

The software needs to support for designing Infiltration trench method by using “BRE DIGEST 365”. I have checked the comparison between Infodrainage analysis Vs BRE digest 365 (manual calculation) and the results are not matching. Most of the proj...

Guest about 2 years ago in InfoDrainage / Hydraulics 8 Gathering support

2 VOTE

Swale with pipe under connected by manholes

Could not model real-life scenario where the pipe was under as conveyance for lesser events and raised via vented manholes into the swale above. Need integrated solution and was unable to model both and connect via manholes.

Guest about 2 years ago in InfoDrainage / Hydraulics 1 Already exists

1 VOTE

Apply direct inflows to permeable paving

There should be a way of applying the inflow that the paving receives directly (i.e. the rain that falls onto it) to produce a more accurate simulation of the rainfall. This direct rainfall isn't a lateral or point inflow, and being forced to mode...

Craig Bobbett about 1 year ago in InfoDrainage / Hydraulics 0 For Review

5 VOTE

Structure flow mode reported in the results

Sometimes when evaluating results at structures we see strange results that require investigation; invariably we find out that this is because the flow mode has changed. (e.g. from free to drowned). It would be very helpful if the ICM results were...

Richard Body over 5 years ago in InfoWorks ICM / Grids / Reporting / Results 0 Gathering support

4 VOTE

ICM - Statistics Template: Daily events

I want to be able to break my events into daily values. Currently this would require setting up 7 separate templates each with the unique day set under the 'Time Window' button. I want a tick option added that will allow me to do this within the s...

Guest over 4 years ago in InfoWorks ICM / Reporting / Results 1 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

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