Hydraulics

Time varying roughness values for rivers

As vegetation changes throughout the seasons, it would be great if we could also have time varying roughness patterns for river reaches.

Guest over 6 years ago in InfoWorks ICM / Hydraulics / River Modeling 0 Gathering support

3 VOTE

Add an option to 'apply rainfall' directly to river reach objects

Currently a user would need to define a subcatchment to generate runoff for a river reach. This is okay for 1D models but for 1D/2D models, especially 2d runoff models it adds some additional steps for the user. It would be nice for add a 'apply r...

Alex Grist over 1 year ago in InfoWorks ICM / River Modeling 2 Under consideration

4 VOTE

Pump Station Operation Narrative

Would like the ability to add a pump station narrative. For example, a station may have several pumps and varying set points, however those set points do not relate to a specific pump. The station may operate where once the first set point is reac...

Dave White over 1 year ago in InfoWorks ICM / Pumps 0 For Review

16 VOTE

Conveyance on cross section lines

Provide cross section conveyance for each cross section

Guest almost 7 years ago in InfoWorks ICM / Hydraulics / River Modeling 1 Gathering support

15 VOTE

RTC - New time range to allow "between 2 dates" every year

In a similar way to the way "time repeat" works, can we have an RTC range that works between the same 2 dates every year. I have a catchment where the operating protocol works differently in the Bathing Season from the rest of the year. Having a w...

John Sourbutts almost 7 years ago in InfoWorks ICM / RTC 0 Gathering support

14 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 6 years ago in InfoWorks ICM / River Modeling / RTC 0 Gathering support

2 VOTE

Asymmetrical Tanks

Currently ICM treats storage areas where there is a change in area at a certain level as symmetrical. This limits hydraulic modelling by constraining the structures that can be built. An option to account for asymmetry would be useful ( similar to...

Guest 12 months ago in InfoWorks ICM / Ponds/Storage 1 Will not implement

4 VOTE

Ruby Storage Area fix

When trying to check if a storage area contains a node, Ruby shows the error message that the storage area object is not a polygon, although the methods show that a storage area has a method 'contains'. The workaround is now to create a temporary ...

Marcel Glasbergen almost 2 years ago in InfoWorks ICM / Ponds/Storage 1 Under consideration

7 VOTE

Different shape sluice or pipe/orifice closure option

We usually model closed gates as sluices, as they are the ones that can easily be closed (by setting the height to zero). The downside of this is that it can only be a rectangle (and it usually closes off a round pipe). An orifice now has the nice...

Marcel Glasbergen over 3 years ago in InfoWorks ICM / Orifice / RTC 0 Gathering support

9 VOTE

Pump Station Modelling

Infoworks ICM pump station modelling principle is very basic, adding a pump between two nodes is highly hypothetical. There is no way to add pump station head losses. I would like to suggest incorporating pump station modelling (for Rotodynamic pu...

Guest over 4 years ago in InfoWorks ICM / Hydraulics / Pumps 1 Gathering support

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