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Optimise Head / Discharge curves automatically for simulations

When simulating models, it is often necessary to consolidate the values in a H/Q curve to retain the hydraulic performance but optimize the simulation speed. As during previous correspondence with the InfoWorks support team, this has been advised ...
Tom Walker over 1 year ago in InfoWorks ICM / Orifice 2 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 over 2 years ago in InfoWorks ICM / Orifice / RTC 0 Gathering support

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

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

Drain nodes connected to 2d domain representing road gullies to 1D pipe network without digitised connection

Often datasets of road gullies are only in point format and lack details on the connections to the surface water sewer network. A function to allow 1D nodes representing road gullies (which are are connected to the 2D domain with a head discharge ...
Guest over 1 year ago in InfoWorks ICM / Inlets 0 Gathering support