Ideas

Showing 162 of 1370

Addition of infiltration flows to foul drainage models in subcatchment items

When designing foul pipe networks, client guidance often directs users to incorporate an allowance for infiltration into pipes from the surrounding ground water. This is applied in addition to foul flows currently defined using the Main Drainage/ ...

Michael McWhinnie 3 months ago in InfoDrainage / Hydraulics 0 For Review

2 VOTE

Ruby SQL access to observed vs Predicted outputs

We are generating a number of scoring tools and understanding calibration levels and results are a part of that (generally looking at things like the RMS etc.) At the moment we need to pull everything out of WS Pro to a spreadsheet as we cannot ac...

Duncan Allen 22 days ago in InfoWorks WS Pro / Automation 1 Under consideration

56 VOTE

Adding Babbit Formula

Requesting addition of Babbit formula peak factor calculation to Infodrainage program, providing comprehensive analysis for efficient and accurate design and decision-making since Babbit formula peak factor calculation method used in many standard...

Mohamad Azzam over 1 year ago in InfoDrainage / Hydraulics 2 Under consideration

11 VOTE

Apply inlet template to grate only without overwriting the invert depth for the structure

We should be able to apply an inlet grate template to a structure without overwriting the structure's depth or other geometry. The current workflow requires manually applying templates and entering properties for sometimes hundreds of manholes, wh...

Daniel'le DeVoss 4 months ago in InfoDrainage / Hydraulics 0 For Review

40 VOTE

Infiltration trench with varying depth.

It should be possible to design an infiltration trench where the long slope at the base of the trench is different to the slope at exceedance level i.e. the depth of the trench varies. Extremely useful for designing a trench that does not match fa...

Guest over 1 year ago in InfoDrainage / Hydraulics 0 For Review

1 VOTE

Cavitation Check in Pumps & Valves

It is great that the software allows the definition of Control Valve curve to study the performance of the valve. However, it still needs to include the ability to define the cavitation curve (sigma or Xf) to check if the valve is cavitating or no...

Guest 23 days ago in InfoWorks WS Pro / Engine 0 For Review

12 VOTE

Add support for WMTS as background map

In recent releases of WS Pro none of the map control options work except MapXtreme, and most useful background layers are in WMTS, not WMS. So we now have no background layers. Please add WMTS support to the map control options so we can use backg...

Ben Davies 10 months ago in InfoWorks WS Pro / Other / Productivity 2 Gathering support

8 VOTE

Freeboard in Results

When freeboard is exceeded from something like a basin, it is not immediately clear in the stormwater control results. It says flood risk and a water level that eats into the freeboard, but it does not flag up that this is an issue and is easily m...

Guest 7 months ago in InfoDrainage / Hydraulics 0 For Review

28 VOTE

Improved Scenario Manager

Improved options around the parent child options. basically setting up a more structured option so that if you update a parent scenario (not just the base) then all child scenarios (ideally copied from during creation) would get the updates. i.e. ...

Duncan Allen almost 2 years ago in InfoWorks WS Pro / Productivity 6 In progress

22 VOTE

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 over 1 year ago in InfoDrainage / Hydraulics 1 Gathering support

Please enter your email address

FILTER BY CATEGORY