Ideas

Showing 135

Group InfoWater Pro pumps into a pump station object that aggregates results

As a modeler I want to summarize the behavior of a pump station of multiple pumps using a polygon. This helps me summarize energy usage and total flow without needing to select arbirary upstream or downstream objects. This also helps simplify syst...

Guest over 4 years ago in InfoWater Pro / Operational Modeling 1 Gathering support

4 VOTE

Flow Path (Profile Plots)

Would love a plot setting to show which design storm is being run as it relates to the max. water level

Jess Ewing about 2 years ago in InfoDrainage / Reporting 2 Gathering support

5 VOTE

Export PDF of Quick Storage Estimate, QBAR calcs, volume calcs etc

Guest over 2 years ago in InfoDrainage / Reporting 3 Gathering support

4 VOTE

Insert contours at regular intervals instead of "double pegs"

Currently, contours can be added at irregular intervals by using the "double pegs" function in InfoDrainage. In reality, contours are always placed at regular intervals, such as a major contour at every 10 ft or 5 ft of elevation. The option to ad...

Daniel'le DeVoss about 2 years ago in InfoDrainage / Visualization 1 Gathering support

4 VOTE

Lock pipe diameters only.

After simulation and there is flooding, trying to upsize the pipes, if the wizard is run again it reverts to the previous diameter, i dont want to lock (ALL) as i still want to use the wizard to lower the inverts etc, downstream.

Steven Gilchrist about 2 years ago in InfoDrainage / Hydraulics 3 Gathering support

5 VOTE

Adding interception and evaporation losses to Permeable Pavements, Bioretention systems etc.

There is currently no option to consider depression storage, interception and evaporation losses while modelling SuDS components such as Permeable Pavements, Bioretention systems etc in InfoDrainage. The option was available in MicroDrainage and i...

Dilraj KT over 2 years ago in InfoDrainage / Hydrology 1 Gathering support

3 VOTE

Distribution Network Energy Optimization

Minimize the pumping costs of water distribution while satisfying water demand and operational constraints (water levels, pressure, pump station capacities, future maintenance operations, etc).

Nathan Gerdts over 1 year ago in InfoWater Pro / Operational Modeling 0 Gathering support

4 VOTE

Cross and Longitudinal Slope for Surface SuDS features

Currently, when you try to model surface features, such as porous pavement, you can only adjust the longitudinal slope. However, when you try to model roads for example, you often have a separate cross fall, which I believe would be a useful addit...

Konstantinos Koutroulis about 2 years ago in InfoDrainage / Other 1 Gathering support

4 VOTE

Visualizer for "Multiple" Outlet Control Design

When designing a "multiple" outlet control for stormwater structures (such as a perforated riser), it would be helpful to have a visual schematic to ensure that the design intent is being captured. Multiple competitor tools (HydroCAD, Hydrology st...

Midori Patterson about 2 years ago in InfoDrainage / Visualization 1 Gathering support

2 VOTE

By default display ID in alphabetical order in Control Center Overview in InfoWater Pro

Mickey Liu about 1 year ago in InfoWater Pro 0 Gathering support

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