InfoDrainage

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Ability to look at multiple phases (surface and foul networks together) in 3D

Being able to view both surface and foul networks within MicroDrainage was always a very useful feature to visualise crossing points in the network and it doesn't look to have been included in InfoDrainage.

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

3 VOTE

Sewer Design - Area Density Method

Area Density method is recommended to be incorporated in Infodrainage as it offers improved accuracy and aligns with Indian flow calculation standards which could enhance the reliability of the outputs. This method is described in Indian Guideline...

matthew.piggott 2 months ago in InfoDrainage / Other 1 For Review

20 VOTE

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 over 1 year ago in InfoDrainage / Hydraulics 1 Gathering support

1 VOTE

Outfall Elevation Curve Time Series

Please add the ability to input decimal places for the Time in the Outfall Elevation Curves. Currently InfoDrainage only accepts whole numbers.

Guest 25 days ago in InfoDrainage / Hydraulics 0 For Review

2 VOTE

Display Inflow catchment areas to 3 decimal places in plan view

Displaying network information in plan view, which is displayed when exported to CAD is great, however the decimal rounding is only to 2 decimal places. It would be good for the display to be rounded to 3 decimal places so it can be easily correla...

Guest about 2 months ago in InfoDrainage / Visualization 0 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 10 months ago in InfoDrainage / Hydraulics 0 For Review

4 VOTE

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 4 months ago in InfoDrainage / Hydraulics 1 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

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

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