Ideas

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Include a new conduit type for tile drains

Add a new conduit type to model tile drains or underdrains. These are common in agricultural fields and certain stormwater control structures. Currently, its difficult to model these since you can't account for the time it takes to infiltrate from...

Ryan Brown almost 3 years ago in InfoWorks ICM / Hydraulics 0 Gathering support

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

6 VOTE

Dissolve river reaches into multiple river reaches

It would be great to have the capability to generate automatically and perfectly snapped nodes in all/some of the X-sections of one/multiple river reaches in ICM and therefore split that river reach into various river reaches (kind of the opposite...

Guest almost 6 years ago in InfoWorks ICM / River Modeling 0 Gathering support

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

6 VOTE

Simple means to set initial storage area water surface elevations

Please incorporate a system for setting initial water surface elevations in storage nodes that works as easily as the process is in XPSWMM or HEC-RAS. The program should hold this water level during warm-up stabilization.

Guest almost 6 years ago in InfoWorks ICM / Hydraulics / Simulations 0 Gathering support

2 VOTE

Horizontal surge tank equivalent diameter

I also am still assuming that if I want to model a horizontal tank, you must put in an equivalent diameter not the actual diameter.

Guest about 2 years ago in InfoWater Pro / Productivity 0 Gathering support

5 VOTE

Update user defined vortex controls in ICM so hydrobrake head discharge curves can be modelled

Current user defined vortex controls don't accept head discharge curves where the discharge reduces for increasing head i.e. what happens in a hydrobrake. It would be useful to get this updated to ensure consistency between ICM and drainage design.

Guest over 5 years ago in InfoWorks ICM / Hydraulics 0 Gathering support

2 VOTE

Interpolate bank elevations from cross-section ends

It often happens that river reaches are constructed from traditional surveyed cross-sections, which is of a higher accuracy compared to LIDAR data. A common need is for the bank elevations between the surveyed cross-sections to be interpolated bas...

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

2 VOTE

Map flow tracers showing flow patterns similar to what is presented in HEC-RAS 2D.

The graphics in RAS 2D make it extremely helpful for conveying flow patterns to clients and to the public. They are easily able to see where flow is coming from and can confirm with their knowledge of the areas.

Andrew Moore over 2 years ago in InfoWorks ICM / 2D Flooding 0 Gathering support

5 VOTE

Improvements to custom DB table fields

1. Ability to modify the length of custom fields in the DB tables after they have been created. This is particularly a problem when you create a text field, but realize later it is too short. Another option would be to make the default text length...

Colin Ricks almost 6 years ago in InfoWater Pro 2 Under consideration

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