Ideas

Showing 13 of 1370

weighted roughness value according to the % of rougness zone within the 2D element

We have more and more detailed data and detailed models. This results into very detailed land use polygons then very detailed roughness zones. It means that a 2D element can contain several roughness zones. Intead of using the barycenter of the 2D...

Armonie COSSALTER about 1 month ago in InfoWorks ICM / 2D Flooding 1 For Review

24 VOTE

Use tracers for water on mesh elements

Our clients are more and more trying to figure out if damage to a property is caused by water from the public area (which is the responsibility of the client) or from private areas (which is not). When rainfall on mesh can pick up a tracer (eg. fr...

Marcel Glasbergen over 3 years ago in InfoWorks ICM / 2D Flooding / Visualization / Water Quality 1 Gathering support

26 VOTE

2D worst case analysis

I would like to be able to analyse a number of simulations in terms of the worst flood depth per 2D mesh element. An integrated tool (along the lines of the already existing worst case grid output) would avoid the need to mess around in external GIS.

Iain Scott almost 5 years ago in InfoWorks ICM / 2D Flooding / Hydrology / Productivity 1 Gathering support

29 VOTE

Adjust mesh locally without remeshing all

Adjust mesh locally without having to remesh the entire 2D zone.

Guest about 6 years ago in InfoWorks ICM / 2D Flooding / Productivity 2 Will not implement

5 VOTE

InfoWorks ICM needs to number 2D mesh elements using a Hexagon framework or similiar method if this is stormwater design tool of the future

A remesh in a scenario will move mesh element IDs all over the place rendering a new channel useless for design purposes. The maximum wsel equations makes the mesh look like a kalediscope. Uber uses Hexagons to subdivide the world, and I am sugges...

Guest over 1 year ago in InfoWorks ICM / 2D Flooding 3 Gathering support

4 VOTE

Add the ability to drain subcatchments to the grate of a gully

When importing models from XPSWMM to ICM, my subcatchments drain directly to the node where an inlet capture curve is applied to limit flow to the 1d system. I would like to replicate this behavior easily in ICM when nodes are connected to the 2D ...

Sophia Buchanan almost 2 years ago in InfoWorks ICM / Inlets 0 Gathering support

3 VOTE

Building Objects and Damage Receptors

https://www.fema.gov/grants/guidance-tools/benefit-cost-analysis/full-bca#download Need better support for Buildings to follow USACE BCA analysis

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

8 VOTE

Drain to 2D line source from subcatchment

The current function allows rainfall runoff to be given to a node, link, multiple links and 2D point source, but not to 2D line source. We are modelling rivers with 2D meshes, but thinking to represent rainfall runoff with subcatchments, as it is ...

Miyuki Okuda about 4 years ago in InfoWorks ICM / 2D Flooding / Hydraulics 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 1 year ago in InfoWorks ICM / 2D Flooding 1 Gathering support

2 VOTE

Drain nodes connected to 2d domain representing road gullies to 1D pipe network without digitised connection

Often datasets of road gullies are only in point format and lack details on the connections to the surface water sewer network. A function to allow 1D nodes representing road gullies (which are are connected to the 2D domain with a head discharge ...

Guest over 1 year ago in InfoWorks ICM / Inlets 0 Gathering support

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