Ideas

Showing 347 of 1370

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

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

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

7 VOTE

Option to remove the additional storage automatically added in geocellular systems

When designing a cellular soakaway, infodrainage automatically assumes a 1m2 plan area chamber between tank soffit and exceedance level (which would have been specified as ground level). In other structures you can specify freeboard and exceedance...

Guest about 1 year ago in InfoDrainage / Hydraulics 3 For Review

8 VOTE

Permeable Pavement with varying depth

Please add an option to input the surface slope and formation level slope for the permeable pavements to represent the varying depth of storage below. This is one of the 3 options we use at steeper sites to provide adequate storage in permeable pa...

Dilraj KT over 1 year ago in InfoDrainage / Hydraulics 0 For Review

2 VOTE

More informative Analysis Error messages in InfoDrainage

A common error in InfoDrainage is "The analysis has encountered an error and has been stopped." with no additional troubleshooting guidance, or hints about where the error originated. See some of the typical causes here: It would be helpful to hav...

Daniel'le DeVoss 4 months ago in InfoDrainage / Auditing / Reviewing 2 Gathering support

8 VOTE

Templates for GMR Config Objects

We have a large team of modelers that manage many different GMR runs. It's important to keep the Output and Analysis options matching between these runs.We want to manage a central template to define and control consistent options between many GMR...

Nathan Gerdts over 1 year ago in InfoWorks WS Pro / Productivity 0 Gathering support

7 VOTE

Sort and collapse all option in flowpath Network Design Report

It would be useful to be able to ‘collapse all’ for branches in the Network Design Report. It would also be useful to be able to sort the connections (and junctions) in order of upstream→downstream or alpha/numeric. At the moment it seems rather a...

Matthew Johnson about 1 year ago in InfoDrainage / Auditing / Reviewing 0 For Review

4 VOTE

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 8 months ago in InfoDrainage / Hydraulics 1 For Review

2 VOTE

Weir coefficients

Expand the allowable range of weir discharge coefficients in InfoDrainage and provide an optional depth–coefficient user defined table to improve modeling flexibility and accuracy. Weir discharge coefficients (English units) typically range betwee...

Guest 4 months ago in InfoDrainage / Hydraulics 0 For Review

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