Hydraulics

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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 3 years ago in InfoWorks ICM / Hydraulics 0 Gathering support

9 VOTE

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 almost 5 years ago in InfoWorks ICM / Bridge / 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 4 years ago in InfoWorks ICM / Bridge / Hydraulics / Results 0 Gathering support

7 VOTE

Assign Channel shape from ground model using cross section

In ICM I can sample elevations from ground model to cross section line and use that for river reaches, but sometimes I just want to use simple Channel links or maybe I'm using the SWMM engine which doesn't have rivers. I want to pull the channel ...

Guest almost 4 years ago in InfoWorks ICM / Hydraulics / River Modeling 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 4 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 4 years ago in InfoWorks ICM / Bridge / River Modeling / Validation 0 Gathering support

3 VOTE

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 over 1 year ago in InfoWorks ICM / Hydraulics 0 Gathering support

8 VOTE

Apply RTC / observed values to Sluice Linear Structures

At the moment we cannot move sluice linear structures in 2D. We're wanting to model a river entirely in 2D but the river is subject to a series of barrages that would require control. Therefore it would be essential to apply RTC and observed setti...

Richard Body over 4 years ago in InfoWorks ICM / River Modeling / RTC 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 about 1 year ago in InfoWorks ICM / River Modeling 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 3 years ago in InfoWorks ICM / Hydraulics 1 Gathering support

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