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snap river reach lines to cross sections

When creating river reach links the vertices should snap to cross sections so that vertices are only created on the cross-section lines (if vertices are to close on river reach objects you get meshing problems later on!) and is easier to follow th...

Guest about 2 years ago in InfoWorks ICM / River Modeling 0 Gathering support

7 VOTE

Validation of Bridge data

When a model is validated, it doesn't pick up on problems with bridges, that prevent the model from running. For example, the error "bed section is above soffit" is given when trying to run the model, but does not appear in the validation messages...

Guest almost 5 years ago in InfoWorks ICM / Bridge / River Modeling / Validation 0 Gathering support

3 VOTE

Splitting pipe - surge wave speed not inherited

When splitting a pipe by inserting a node, the new pipe inherits the attributes of the original pipe (diameter, roughness, zone, material, etc). However, if the pipe has a wave speed assigned for surge modeling, the new pipe does not inherit the w...

Colin Ricks about 2 years ago in InfoWater Pro / Productivity 1 In progress

1 VOTE

Available flow capacity analysis with relative pressure drop tolerance

We want to evaluate how much additional demand flow can be pulled from each node independently, while ensuring that no node or customer in the system drops by more than 1 meter of minimum pressure.

Nathan Gerdts 9 months ago in InfoWorks WS Pro / Automation 0 Gathering support

3 VOTE

Have a costs library available under the rehab actions page

With this functionality, users could have an estimated cost for all assets in their system as soon as they run the rehab tree. This eliminates additional data input and management making the cost reporting much more efficient specially for those u...

Martha Nunez about 2 years ago in Info360 Asset / Rehab actions & cost 0 Gathering support

2 VOTE

Initial condition 1D setting value

For Initial Conditions 1D, InfoWorks ICM seems to specify 1) initial level(m AD) and inflow values at nodes for Nodes grid, 2) and initial depth (m) and flow values along the river reach for River Reaches grid. For river reaches grid, as an initia...

Guest over 1 year ago in InfoWorks ICM / InfoWorks 1 Will not implement

4 VOTE

Import logs for CCTV when an inspection does not match to a pipe.

This is useful for many reasons related to data management but the following used case came up when talking to Martin and Martin: If a field technician uploads inspections but accidentally inputs a typo under the manhole or pipe asset ID then the ...

Guest almost 3 years ago in Info360 Asset / Import / Upload 0 Under consideration

4 VOTE

Info360 Asset - Overall Asset Health Index Dashboard

The idea will be to present a dashboard showing the "health" of each individual asset based on an algorithm that takes into account considerations below. Generally speaking the UK Water Companies do not have an agreed working definition of what th...

Tony Andrews almost 3 years ago in Info360 Asset 0 Gathering support

2 VOTE

Add tool to convert coordinates

Similar to "Convert flow units" and "Convert pressure units" under"Tools", it would be useful to have "Convert Coordinate Units". Coordinates in InfoWorks are meter/feet. Other websites like google maps uses decimal degree. It would be useful to h...

Mohammed Abdallah over 1 year ago in InfoWorks WS Pro / Productivity 0 For Review

2 VOTE

ILSAX Runoff Method

ILSAX is a public domain MS-DOS program developed from the South African ILLUDAS-SA program, which was itself a development of the American ILLUDAS program and the British Transport and Road Research Method (known as the TRRL or RRL model). It was...

matthew.piggott over 1 year ago in InfoDrainage / Hydrology 1 Gathering support

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