Ideas

Showing 111 of 1370

2D Result Long Profile results comparison

When doing flood study, XPSWMM had a cross-section tool that would show WSEL. While I can use US/DS profiles to compare two scenarions - I want to cut a long section along a 2D channel (and no I am not converting it to River Sections as it defeats...

Guest over 1 year ago in InfoWorks ICM / 2D Flooding 1 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 over 5 years ago in InfoWorks ICM / River Modeling 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 about 4 years ago in InfoWorks ICM / Hydraulics 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 almost 5 years ago in InfoWorks ICM / Bridge / Hydraulics / Results 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

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

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 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

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