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Add ability to see all pipes in Network Design Report

It is not possible to view the details / preliminary results of all the connections in the Network Design Report (each flow path needs to be selected in turn). This can be awkward for large networks.
Matthew Johnson about 1 month ago in InfoDrainage / Auditing / Reviewing 0 For Review

Changes to a network do not propagate downstream

If you change a pipe diameter or gradient, it will not accommodate these changes in the downstream section of the network. For example upsizing and steepening a pipe in the middle of a run will mean the next pipeis undersized and goes uphill. It a...
Matthew Johnson about 1 month ago in InfoDrainage / Hydraulics 0 For Review

Export non-connected catchment objects

Currently Civil 3D will not export a catchment object unless is connect to a structure/junction. It should export all catchment objects regardless of if they are connected to a structure/junction.
Guest 20 days ago in InfoDrainage / Hydrology 0 For Review

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 2 months ago in InfoWorks ICM / Ponds/Storage 1 Gathering support

Add check dams as a feature for swales

Add a check dam setting with height, notch weir and interval settings to simplify modelling swales on sloping sites. This avoids having to model several sections of swale in order to use the available storage.
Guest 29 days ago in InfoDrainage / Hydraulics 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 10 months ago in InfoDrainage / Rainfall 1 Under consideration

Ability to move labels to avoid overlaps

At the moment if labels overlap the only way to read the information on screen is to reduce all text size, which has other readability issues.
Matthew Johnson about 1 month ago in InfoDrainage / Visualization 0 For Review

Reporting of velocity through swales

If you design swales using Stormwater Controls (Swale) you will not be able to see simulated velocities through the swale. I believe you could try modelling as an open channel connection but you won't get infiltration through the sides & base.
Matthew Johnson about 1 month ago in InfoDrainage / Hydraulics 0 For Review

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 8 months ago in InfoDrainage / Hydraulics 3 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 5 months ago in InfoDrainage / Hydraulics 0 For Review

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