Ideas

Showing 942 of 1442

Option to Import dfs0 format depth (level), velocity, flow and rainfall files into ICM

Right now, New Zealand region is using Mike Urban and Mike + suites for wastewater/stormwater networks modelling. Also, the water companies and councils are moving towards InfoWorks ICM. We have import tool for models from Mouse to ICM (with some ...

Guest over 2 years ago in InfoWorks ICM / Import data 1 Gathering support

3 VOTE

Display PRN file results in user units

It would be great to see results of a PRN file using the user defined units rather than just native metric units.

Karen Chu 12 months ago in InfoWorks ICM / Results 1 For Review

2 VOTE

Weir coefficients

Expand the allowable range of weir discharge coefficients in InfoDrainage and provide an optional depth–coefficient user defined table to improve modeling flexibility and accuracy. Weir discharge coefficients (English units) typically range betwee...

Guest 8 months ago in InfoDrainage / Hydraulics 0 For Review

18 VOTE

Speed up the creation/amending of ICMTs

Creating or amending ICMTs is slow, especially if they contain ground models. Even deleting or creating new 'folder' items in ICMTs is slow. Speeding this process up would increase productivity.

Lizzie almost 6 years ago in InfoWorks ICM / Data Exchange / Terrain 2 Gathering support

19 VOTE

Circular sluices/penstocks would also be useful

Similar to the rectangular flap valve request, circular sluices would avoid workarounds trying to estimate the rectangular equivalent to a half closed circular penstock (or worse still a half closed egg shaped penstock)

Geoffrey Brown about 6 years ago in InfoWorks ICM / Hydraulics 0 Gathering support

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

17 VOTE

Calculating volume storage on river reaches

In the application of ICM, we often count the regulation volume of river channels.But at the moment we can only calculatethe total available volume of channels/river reaches between two cross sections by using length and cross sectional areas.If t...

Guest over 5 years ago in InfoWorks ICM / Productivity / Results / River Modeling 0 Gathering support

7 VOTE

Manually reorder (drag / drop) Model Group Headings

Rather than the model group being based on the view order, it would be good to have a view where you can move model groups to reorder them if preferred. An example is where you create a new model group heading, andwould like to move up in the orde...

Elliot Egan over 2 years ago in InfoWorks ICM / Workgroup 1 Gathering support

2 VOTE

reduce validation time of models with infiltration zones

When using rainfall onto mesh in InfoWorks ICM, we often rely on infiltration zones to represent different land uses and their runoff characteristics (e.g., impermeable surfaces, grass, etc.). To ensure full coverage and avoid gaps or "donuts" in ...

Coen Maas 8 months ago in InfoWorks ICM / Validation 2 For Review

3 VOTE

Reverse Flow Direction

In cases where the pipe direction in the CAD/GIS source file is incorrect, the imported flow direction in InfoDrainage also follows the same (incorrect) path. Rather than correcting the geometry externally in CAD or GIS, is there a built-in option...

Jana Anbu 12 months ago in InfoDrainage / Productivity 2 Will not implement

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