Hydraulics

Bridge section data updates

When a bridge section is changed then there are repeatable tasks for entering openings again, if this workflow could be improved that would be great.

Guest over 6 years ago in InfoWorks ICM / Bridge / Hydraulics 0 Gathering support

8 VOTE

Only update interpreted points on Bank Line when updating from Ground Model

When updating bank lines from ground model it would be useful to have an option was available to only update the interpreted points, therefore retaining vertices heights from cross sections and surveyed points. Or an option to easily delete the in...

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

7 VOTE

Show water levels at Bridge Linear Structures

We would like to see the water levels at the bridge linear structures as it is important for us to be able to see the water levels with respect to the bridge openings and decks.

Richard Body over 5 years ago in InfoWorks ICM / Bridge / Hydraulics / Results 0 Gathering support

6 VOTE

Allow all objects (nodes, subcatchments etc) to be included within the ‘gauge’ objects used in the run window

In a simulation run window the user has the choice to use a selection list of 'gauged' objects. This is useful so as to provide the results of some objects more frequently, or to only save the results from some objects and not others, in order to ...

Lizzie almost 5 years ago in InfoWorks ICM / Hydraulics 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 over 5 years ago in InfoWorks ICM / Bridge / River Modeling / Validation 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 almost 7 years ago in InfoWorks ICM / Hydraulics / Import data / Terrain 0 Gathering support

7 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 about 6 years ago in InfoWorks ICM / Hydraulics 0 Gathering support

7 VOTE

Modelling of mud and other non-Newtonian flows

We've a lot of work at the moment modelling the failure of tailings dams. Tailings dams typically have material that acts in a non-Newtonian manner. To effectively model these sorts of fluids would require the inclusion of additional fluid propert...

Richard Body over 6 years ago in InfoWorks ICM / Hydraulics / Sediment 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 almost 5 years ago in InfoWorks ICM / Hydraulics 1 Gathering support

7 VOTE

Add SWMM5 Ideal Pump to InfoWorks ICM

Does InfoWorks ICM have an equivalent to an ideal pump in SWMM which pumps whatever is entering the SPS out of the SPS? It would be a good feature to include into infoworks as I needed to play around a bit to get it. I found I had to add line 2 ...

Guest almost 7 years ago in InfoWorks ICM / Hydraulics / Pumps 1 Gathering support

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