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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 5 months ago in InfoDrainage / Hydraulics 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 7 months ago in InfoDrainage / Hydraulics 0 For Review

Right-click and respecify connection origin

Currently, we can right-click and respecify connection (and bypass connection) destinations. We need the ability to respecify origins as well, to avoid having to redraw connections.
Daniel'le DeVoss 2 months ago in InfoDrainage / Hydrology 0 For Review

Would it be possible to include longitudinal gradient (slope) to attenuation tanks please? At the moment it appears that software assumes that these structures are constructed flat whereas in real life these could be constructed with a gradient (slope) from the upstream end towards the outlet.

At the moment it appears that software assumes that these structures are constructed flat whereas in real life these could be constructed with a gradient (slope) from the upstream end towards the outlet (and this could then change the head of wate...
arek kadlec about 1 year ago in InfoDrainage / Hydraulics 1 Gathering support

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 7 months ago in InfoDrainage / Visualization 0 For Review

Allow no delay connections with a free flow outlet option instead of automatic orifice nodes.

Currently when flows from a pipe with a free outlet node is diverted to a different location via a no delay connection, the free flow outlet automatically changes into an orifice, which in fact does not exits there. This orifice also needs a manua...
Iwona Savas 3 months ago in InfoDrainage 0 For Review

Set gradient and/or pipe size of multiple parts within a single flow path in one operation.

In some instances we need to change the gradient or pipe size of an entire flow path. It would be helpful if this could be done in one operation rather than each part individually. Any branch connections could also update to align unless locked.
Guest 7 months ago in InfoDrainage / Productivity 1 For Review

Aerial background mapping

Would it be possible to add aerial background mapping, such as with AutoCAD.
Matthew Johnson 7 months ago in InfoDrainage / Visualization 1 For Review

Cross Section view of channels/weirs

Some hydraulic analysis reports require a cross section view of HGLs/EGLs of weirs, channels, or ponds. See attached image.
Tim Medearis about 2 months ago in InfoDrainage / Visualization 0 For Review

Multiple fixed tailwater elevations

Currently, the software allows users to set only one fixed tailwater elevation per outlet. However, users need the ability to set different fixed tailwater elevations for different storm events (e.g., 10-year, 25-year, 100-year storms).
Guest about 2 months ago in InfoDrainage / Hydraulics 0 For Review

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