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Drag Labels in InfoDrainage Plan View

Text labels often end up overlapping and are illegible. It would be nice to be able to drag them like you can in CAD / Civil3D.
Midori Patterson about 1 year ago in InfoDrainage / Visualization 1 Gathering support

Exporting Rainfall Intensity

When trying to export rainfall data to csv it will only export the rainfall depth and there is no option to export rainfall intensity. Also the csv file created doesn't have column headings. The export feature should allow multiple storms on tabs ...
Zac Gannon about 1 month ago in InfoDrainage / Rainfall 0 For Review

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 29 days ago in InfoDrainage / Hydraulics 0 For Review

Point and line source objects for flooding 2D Analysis

I would like to assess the site and drainage network for flooding from a particular source that does not originate from a surcharged network. ICM has both of these objects available. The idea would be to connect a base flow, hydrograph or catchmen...
matthew.piggott about 1 month ago in InfoDrainage / 2D Flooding 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 7 months ago in InfoDrainage / Auditing / Reviewing 0 For Review

Horizontal orifices as an outlet type

HydroCAD offers a horizontal orifice control outlet type that is very commonly used for detention pond outlet types in the US. Please include this as an outlet type so we can transition from HydroCAD to InfoDrainage.
Midori Patterson 12 months ago in InfoDrainage / Hydraulics 1 Gathering support

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 4 months ago in InfoDrainage / Productivity 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 7 months ago in InfoDrainage / Hydraulics 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 7 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

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