InfoDrainage

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HEC-22 Inlet reporting

The "Export HEC-22 Result to Excel" button in the calculator only includes results. Looking at flexible reporting, the HEC-22 data is only input, so I then have to use the results data from the calculator and the input data from flexible reporting...

Guest 3 months ago in InfoDrainage / Hydraulics 1 For Review

11 VOTE

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 9 months ago in InfoDrainage / Hydraulics 0 For Review

2 VOTE

Multiple return period hydrograph

Currently, InfoDrainage restricts each hydrograph to a single return period, which creates inefficiencies when analyzing stormwater systems across multiple design storms. To accommodate analyses for 2-, 10-, and 100-year events, for example, users...

Guest about 2 months ago in InfoDrainage / Hydrology 0 For Review

10 VOTE

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.

Oliver Dodd 9 months ago in InfoDrainage / Hydraulics 0 For Review

5 VOTE

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 5 months ago in InfoDrainage / Hydrology 0 For Review

10 VOTE

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 9 months ago in InfoDrainage / Hydraulics 0 For Review

2 VOTE

Pipe clash detection when foul network phase is active

When working through clashes between surface water and foul networks, you can only access the pipe clash analysis within surface water analysis tab. This means if I want to change the depth of the foul network to avoid the clash then I have to swa...

Henry Wilkinson about 2 months ago in InfoDrainage / Productivity 0 For Review

8 VOTE

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 8 months ago in InfoDrainage / Hydraulics 0 For Review

6 VOTE

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 6 months ago in InfoDrainage / Productivity 0 For Review

10 VOTE

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 10 months ago in InfoDrainage / Productivity 1 For Review

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