Ideas

Showing 106 of 1370

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 almost 6 years ago in InfoWorks ICM / Hydraulics / River Modeling 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 3 years ago in InfoWorks ICM / Hydraulics / Pumps 1 Gathering support

15 VOTE

Conveyance on cross section lines

Provide cross section conveyance for each cross section

Guest about 6 years ago in InfoWorks ICM / Hydraulics / River Modeling 1 Gathering support

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

13 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 5 years ago in InfoWorks ICM / River Modeling / RTC 0 Gathering support

10 VOTE

Using SWMM5 treatment equations at a node or link in ICM Networks

Users would like to use SWMM5 Buildup Washoff in ICM Networks AND the SWMM5 treatment equations at a node or link in the ICM St Venant solution. ICM SWMM networks have both options but for the purposes of using the powerful routing solution in I...

ROBERT DICKENSON over 4 years ago in InfoWorks ICM / Treatment / Water Quality 2 Gathering support

13 VOTE

Bank marker distinctions

It would be good if cross sections for rivers could be marked with left and right bank markers within the cross sections themselves.

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

6 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 2 years ago in InfoWorks ICM / Orifice / RTC 0 Gathering support

4 VOTE

Add the ability to drain subcatchments to the grate of a gully

When importing models from XPSWMM to ICM, my subcatchments drain directly to the node where an inlet capture curve is applied to limit flow to the 1d system. I would like to replicate this behavior easily in ICM when nodes are connected to the 2D ...

Sophia Buchanan almost 2 years ago in InfoWorks ICM / Inlets 0 Gathering support

13 VOTE

Orifice to limit flow in both directions

A limiting discharge set on an orifice should limit flow in both directions. Currently, the orifice limits flow in the forward direction; however, flow can go in the reverse direction at an unlimited rate. Hydraulically, if there is a physical fea...

Guest about 6 years ago in InfoWorks ICM / Hydraulics / Orifice 0 Gathering support

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