Autodesk
ADD A NEW IDEA

All ideas

Showing 1228 of 1228

Allow underdrains to receive upstream flows from a pipe. Repair inflows to SuDS.

The SuDS nodes do not allow the inflows from an upstream pipe to connect directly to the underdrains. There are only options to connect them through no delays to subsurface areas (i.e. in bioretention nodes) or as a point inflow (i.e. filter drain...
Iwona Savas 23 days ago in InfoDrainage 0 For Review

Canadian Rainfall Data - Built-in Design Storms

Environment Canada has regional rainfall data that should be available automatically in InfoDrainage similar to the NOAA Design Storms currently available in the Rainfall/Pollutants Tab of the software. This is a pain point for Canadian users, as ...
Guest about 1 year ago in InfoDrainage / Rainfall 1 Under consideration

Auto-Profile Feature in InfoDrainage

We are asking for a Gravity Auto Profile feature in the InfoDrainage with integration with other services as sanitary, water and electrical …etc. This feature would automate the creation of longitudinal profiles for gravity-fed drainage systems (M...
Mohamad Azzam 11 months ago in InfoDrainage / Hydraulics 3 Gathering support

Connect storage nodes to 2D mesh

Storage nodes allow for a better schematization of large, variable size structures such as pump stations or weirs. They are missing the functionality to connect them to the 2D mesh, so flooding from those locations is not visible. Adding the optio...
Marcel Glasbergen 5 months ago in InfoWorks ICM / Ponds/Storage 1 Gathering support

test

test
Guest 9 days ago in Info360 Asset / Asset / Spatial Data Import 0 For Review

Skeletonize water distribution asset network to simplify asset risk and rehab modeling

Don't want to do risk/rehab on all mains. Would like to aggregate / combine assets based on a set criteria and perform risk and rehab on those combined asset classes. Filter management does not quite work ATM.
Tony Andrews 27 days ago in Info360 Asset 0 Gathering support

Infiltration trench with varying depth.

It should be possible to design an infiltration trench where the long slope at the base of the trench is different to the slope at exceedance level i.e. the depth of the trench varies. Extremely useful for designing a trench that does not match fa...
Guest 8 months ago in InfoDrainage / Hydraulics 0 For Review

Vary infiltration with depth

Cannot currently use the software for deisgn of borehole soakaways. By their very nature they wil have varying infiltration rates. Usually the infiltration is at greatest depth and no way of modelling with correct head in borehole.
Guest 19 days ago in InfoDrainage / Hydraulics 1 For Review

Expand gauged object results to all result fields

Currently the gauged object result fields are limited. For instance, they do not include 2d related results at nodes. As the use case for ICM has expanded so has the information that users are interested in. No longer as they just looked at 'flow ...
Alex Grist 4 months ago in InfoWorks ICM / Results 2 For Review

Display critical results for indvidual elements

With the variability of design rainfall patterns, critical hydraulic results (mean/median/min/max) often occur at different rainfall durations for different elements (eg specific pipe/MH/channel/etc) within a network for the same rainfall event pr...
matthew.piggott 3 months ago in InfoWorks ICM / Results 1 For Review

Disclaimer: The development, release, and timing of any features or functionality described or discussed for our products in this User Feedback Forum for Autodesk Water Products and Services remains at our sole discretion. This User Feedback Forum for Autodesk Water Products and Services is not a commitment, promise, or legal obligation to deliver any functionality, is intended solely to outline and gather feedback about our general product direction, and should not be relied on in making purchasing decisions.

Privacy | Cookie preferences