Hydraulics

Showing 95

RTC updated to support scripting

It would be good to have RTCs available through direct scripting rather than through the RTC editor alone.

Ann Pugh over 5 years ago in InfoWorks ICM / API / Exchange / RTC 1 Gathering support

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 about 4 years ago in InfoWorks ICM / Hydraulics / River Modeling 1 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 4 years ago in InfoWorks ICM / Bridge / River Modeling / Validation 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 almost 5 years ago in InfoWorks ICM / River Modeling / RTC 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 3 years ago in InfoWorks ICM / Hydraulics 1 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 about 2 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 about 5 years ago in InfoWorks ICM / Hydraulics / Sediment 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 over 1 year ago in InfoWorks ICM / River Modeling 0 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 over 5 years ago in InfoWorks ICM / Hydraulics / Pumps 1 Gathering support

7 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 5 years ago in InfoWorks ICM / Hydraulics / Import data / Terrain 0 Gathering support

Please enter your email address

FILTER BY CATEGORY