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InfoDrainage

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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 about 1 month ago in InfoDrainage 0 For Review

Save phase results seperately

When working with multiple phases I would like to be able to run one phase (exclude all others from analysis) and have the results saved. Results should only be overwritten when a new run on the same phase is completed.
Andrew Komarnycky about 1 month ago in InfoDrainage / Productivity 0 For Review

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 5 months ago in InfoDrainage / Auditing / Reviewing 0 For Review

Chezy Formula option

It would be useful to have a direct input for Chezy coefficient as an alternative to mannings n as some regions need to use this as an input and report on this too - this would result in less workaround and data manipulation
matthew.piggott 3 months ago in InfoDrainage / Hydraulics 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 5 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 28 days ago in InfoDrainage / Hydraulics 1 For Review

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

Allow changing displayed simple junction size

In plan view we are able to change the sizes of icons, labels, proper manholes and many other parts of our pipe networks, but the symbology for simple junctions is fixed in size (at about 1.2m?) and cannot be changed, which makes modelling, for ex...
Guest about 1 month ago in InfoDrainage / Productivity 0 For Review

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 4 months ago in InfoDrainage / Hydraulics 0 For Review

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