Hydraulics

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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 about 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 over 4 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 about 5 years ago in InfoWorks ICM / Bridge / River Modeling / Validation 0 Gathering support

2 VOTE

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

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

1 VOTE

add Xylem Nexicom Smart System to control pumps as a modelling option

we are increasing using Xylem Nexicom Smart System to control pumps in pumping stations across Scotland. This smart control system includes an number of functions such as Energy Minimizer and Sup and pipe cleaning . Scottish Water has found diffic...

francisco simon 10 months ago in InfoWorks ICM / RTC 1 Will not implement

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

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

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