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Non-circular pipes

Please add non-circular pipes to InfoDrainage, similar to those available SSA. These need the ability to connect to manholes at either end at a minimum, but the option to be culverted as well is welcomed.

Guest 11 months ago in InfoDrainage / Hydraulics 1 For Review

13 VOTE

Costs that vary based on different parameters (Material, size, buried depth, etc)

Costs vary based on different parameters as it is not the same to replace a 6in pipe vs a 12 in pipe. Pipes that are buried deeper are also more expensive.

Martha Nunez about 2 years ago in Info360 Asset / Rehab actions & cost 0 In progress

1 VOTE

Design ARV & Washout size - Simulate losses & airflow during system drain down

As a planning and design team, we need to size air valves and wash outs for our system so that large pipes can be drained for maintenance in a timely manner. InfoWorks WS Pro models the draindown of water after isolation, but it doesn't take into ...

Nathan Gerdts about 2 months ago in InfoWorks WS Pro / Operations 0 For Review

4 VOTE

Allow grid view produced by a SQL script to interact with GeoPlan

Allow grid view produced by a SQL script to interact with GeoPlan so users can right click on SQL elements and zoom to/navigate to the selection on the GeoPlan.

Karen Chu 8 months ago in InfoWorks ICM / SQL 4 Gathering support

7 VOTE

show upstream and downstream cover depth for connections

MicroDrainage used to show this its useful for checking cover to pipes are correct

Matt Hare about 1 year ago in InfoDrainage / Productivity 0 For Review

15 VOTE

Adding Level 2 water quality capabilities to the ICM UPM tool

The current UPM tool only allows for completion of level 1 water quality impact assessments. We believe that our assessments would benefit greatly by having the additional functionality to complete level 2 water quality impact assessments. This me...

Guest over 2 years ago in InfoWorks ICM / Water Quality 0 Gathering support

15 VOTE

Increasing speed of UPM water quality tool

As part of SOAF, we are required to run CSO water quality analyses using 10-year simulations. Using these outputs in the UPM tool often takes a long time. Whilst the tool is running, the modeller cannot use ICM for completing other tasks. We have ...

Guest over 2 years ago in InfoWorks ICM / Water Quality 0 Gathering support

3 VOTE

Expand Primary Key Fields to Support UUIDs

It would be helpful to use UUIDs as primary/secondary key fields for row objects for data exchange with other GIS databases. It could also be a better way of generating new IDs than the default approach of sequential numbers, which cause problems ...

Dave Watts 6 months ago in InfoWorks WS Pro / Data Exchange 0 Gathering support

11 VOTE

Perforated Pipe as Connection Type

I would like to be able to model a perforated pipe as a connection type rather than use an infiltration trench and short branches of pipes to connect them to other stormwater controls. These infiltration trenches are not collecting inflow from sur...

Midori Patterson almost 2 years ago in InfoDrainage / Hydraulics 1 Gathering support

3 VOTE

Cumulative Inflow Areas Against Junctions and Connections Results

In order to aid the quality assurance process that exists throughout drainage design, it would make life much simpler to have a cumulative contributing inflow area against junction summaries. Being able to sense check results with the contributing...

Guest 6 months ago in InfoDrainage / Reporting 2 Gathering support

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