Hydraulics

Showing 105 of 1372

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 almost 5 years ago in InfoWorks ICM / Bridge / Hydraulics / Results 0 Gathering support

3 VOTE

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

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

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 about 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

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

5 VOTE

Call the 'Total storage calculation' function from a ruby script and write the output into a csv-file

It would be a great feature to call the 'Total storage calculation' function from a ruby script and write the output into a csv-file. If it is not possible to call the build-In function from ruby, it would also help to call the 'storage calculat...

Guest about 4 years ago in InfoWorks ICM / API / Exchange / Export Data / Ponds/Storage 0 Gathering support

5 VOTE

Export river cross sections for an ICM model

At present, ICM river cross sections can only be exported to dwg one by one. It would be helpful to be able to export all the modelled cross sections in a single operation (eg via data export centre)

Guest over 4 years ago in InfoWorks ICM / Export Data / River Modeling 1 Already exists

Please enter your email address

FILTER BY CATEGORY