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Hydraulics

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River bank cumulative flow

It would be great to have the ability to graph bank flows and have a cumulative flow result available.
Guest about 6 years ago in InfoWorks ICM / River Modeling 1 Gathering support

Merge pond and storage nodes and increase their functionality

Pond nodes: - allow variable infiltration at different levels (up to 3 different rates) - allow variable perimeter with level i.e. plan area through which side infiltration can occurs can vary - no porosity function Storage nodes: - 1 porosity va...
Lizzie over 4 years ago in InfoWorks ICM / Hydraulics / SUDS 1 Gathering support

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 over 1 year ago in InfoWorks ICM / Ponds/Storage 1 Under consideration

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

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 almost 3 years ago in InfoWorks ICM / Orifice / RTC 0 Gathering support

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 over 6 years ago in InfoWorks ICM / RTC 0 Gathering support

Conveyance on cross section lines

Provide cross section conveyance for each cross section
Guest over 6 years ago in InfoWorks ICM / Hydraulics / River Modeling 1 Gathering support

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

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

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