Ideas

Showing 220 of 1372

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

Use consistent terminology in the Fireflow Results Report

The Fireflow Results Report uses the following terms for what I believe are the same thing: Total Demand, Design Flow, & Fire Demand. If these are not the same in the context of this report then explain their differences. Also, the term "Hydra...

Guest 9 months ago in InfoWater Pro / Other 0 For Review

6 VOTE

Evaluate Fireflow Minimum Pressure by Zone

In the drop down menu for the Critical Node Search Range, please add the option to evaluate minimum pressure based on the same zone. Or add an option to consider multiple search areas where the user can select either the entire system and/or by zo...

Joe Lawrence over 4 years ago in InfoWater Pro 0 Gathering support

8 VOTE

AutoCAD objects on Conversion

As a user, I would like InfoWorks to recoginze Civil3D objects as objects and not require me to resolve the model to dumb elements

Guest about 6 years ago in InfoWorks ICM / Hydraulics / Import data / Terrain 0 Gathering support

6 VOTE

Export InfoSurge results for external application

InfoWater can use the option to "Export simulation results for external application" to export selected results to DBF files. It would be nice to have this work for InfoSurge.

Colin Ricks over 4 years ago in InfoWater Pro 1 Gathering support

1 VOTE

Incorporate greater flexibility in the creation of UDF maps from the Print Field Journal

The current Print Field Journal for UDF maps does not allow users to adjust the map size (relative to other elements in the PDF), which was an important feature for our client when using UDF with InfoWater (the map is the most important for them i...

Guest 10 months ago in InfoWater Pro / Productivity 0 For Review

4 VOTE

ICM - HEC-22 Combination Inlet for continuous grade inlets

Currently ICM has 6 FWHA Gully Inlet types: ContCo Continuous Curb Opening ContG Continuous Grate SagC Sag Combination SagCO Sag Curb Opening SagG Sag Grate and UPC Grate A commonly used Inlet type (particularly in QLD Australia) that is missing ...

Guest over 3 years ago in InfoWorks ICM / Hydraulics 0 Gathering support

2 VOTE

Drain nodes connected to 2d domain representing road gullies to 1D pipe network without digitised connection

Often datasets of road gullies are only in point format and lack details on the connections to the surface water sewer network. A function to allow 1D nodes representing road gullies (which are are connected to the 2D domain with a head discharge ...

Guest over 1 year ago in InfoWorks ICM / Inlets 0 Gathering support

5 VOTE

Correct calculation of volume within storage node when using porosity

Currently when a porosity value is applied to a storage node, the porosity is only applied for storage array entries which are below ground level. Storage array entries above ground level are assumed to have a porosity of 100%. Between the highest...

Lizzie about 4 years ago in InfoWorks ICM / Hydraulics 1 Gathering support

7 VOTE

Extend flexibility in displaying information associated to HGL profiles

As an InfoWater user I'd like to be able to add more information to my HGL profile, including nodal pressure, pipe diameter, flow, velocity, etc. I'd like see max/min level achieved throughout the simulation and have the ability to quickly add pip...

Guest almost 6 years ago in InfoWater Pro / Productivity 2 Gathering support

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