Ideas

Showing 19 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

1 VOTE

Design ARV & Washout size - Simulate losses & airflow during system drain down

As a planning and design team, we need to size air valves and wash outs for our system so that large pipes can be drained for maintenance in a timely manner. InfoWorks WS Pro models the draindown of water after isolation, but it doesn't take into ...

Nathan Gerdts about 2 months ago in InfoWorks WS Pro / Operations 0 For Review

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

3 VOTE

Add a feature for deselection of a group of elements in Geoplan

Many times we use polygon select feature to select elements in a particular extent, but there is no option of deselecting a small area within that selection - like in Arc Map

Ashwini 10 months ago in InfoWorks WS Pro / Operations 1 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

1 VOTE

Option to compare Simulations of different time ranges superimposed on one graph [IWLive]

As an operator, I want to compare today's forecasted operations with different days in the past so I can see alternative ways how similar situations played out and make decisions with confidence. IWLive already offers functionality to compare two ...

Nathan Gerdts 7 months ago in InfoWorks WS Pro / Operations 0 For Review

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