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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

    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

    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

    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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