Ideas

Showing 348 of 1372

Flow direction arrows default symbology

By default, flow direction arrows show up as blue for forward flow, red for backwards flow. This is a pointless distinction because for distribution systems, "forwards" or "backwards" depends on the direction the pipe was initially digitized and h...

Colin Ricks over 2 years ago in InfoWater Pro / Productivity 0 Under consideration

2 VOTE

Report manager should populate without running model

Currently, the report manager is only populated once results are shown. This makes it so that the only place I can view the model data before running, is the data base manager. You should be able to have the report manager populated without runnin...

Endrit Shabani almost 2 years ago in InfoWater Pro / Other 0 Gathering support

1 VOTE

Allow underdrains to be displayed in the connection tables and add pipe number to them

It is very difficult to create a quick and logical pipe schedule when pipes such as underdrains are hidden in the SuDS nodes and their upstream invert level needs to be calculated manually. Please add the underdrains to the connection tables with ...

Iwona Savas 11 months ago in InfoDrainage 0 For Review

2 VOTE

Infiltration Trench using BRE DIGEST 365 method

The software needs to support for designing Infiltration trench method by using “BRE DIGEST 365”. I have checked the comparison between Infodrainage analysis Vs BRE digest 365 (manual calculation) and the results are not matching. Most of the proj...

Guest almost 2 years ago in InfoDrainage / Hydraulics 8 Gathering support

1 VOTE

Option for "downstream node" when allocating demand by pipe

The current "farthest node" option I believe just places the demand at the opposite end of the pipe compared to the meter point. Instead I'd like an option for all the meter demands to be placed at the pipe's end node. "Downstream" would probably ...

Eric King 11 months ago in InfoWater Pro / Other 0 For Review

2 VOTE

Swale with pipe under connected by manholes

Could not model real-life scenario where the pipe was under as conveyance for lesser events and raised via vented manholes into the swale above. Need integrated solution and was unable to model both and connect via manholes.

Guest almost 2 years ago in InfoDrainage / Hydraulics 1 Already exists

1 VOTE

Hydrant Design Flow vs Available Flow!

I don't like the new update, which makes the available flow subject to a velocity constraint. In the previous version, the pressure constraint was on the hydrant flowing, while the design flow would consider the network pressure and pipes. They sh...

Guest 11 months ago in InfoWater Pro / Engine 0 For Review

5 VOTE

Persistent Graphs in InfoWater/InfoWater Pro

Stored graphs aren't that great. Why not just make graphs persistent?

Guest almost 5 years ago in InfoWater Pro / Productivity 2 Under consideration

5 VOTE

Data Sets

It would be very helpful if, for any data set that is created by creating a clone of another data set, you could keep track of that. Perhaps a visually branched system of data sets to see if any of the sets were created based on another set. That ...

Guest almost 5 years ago in InfoWater Pro 1 Under consideration

1 VOTE

Correct resizing of pop-up windows activated through C3D toolbar

Due to issues with my eyesight I use the accessibility settings on my computer to increase the standard text sizes for applications. When using the InfoDrainage toolbar in Civil 3D pop-up menus don't resize to match the updated display settings. I...

Michael McWhinnie about 1 year ago in InfoDrainage / Other 0 For Review

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