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    Addition of infiltration flows to foul drainage models in subcatchment items

    When designing foul pipe networks, client guidance often directs users to incorporate an allowance for infiltration into pipes from the surrounding ground water. This is applied in addition to foul flows currently defined using the Main Drainage/ ...
    Michael McWhinnie 3 months ago in InfoDrainage / Hydraulics 0 For Review

    Adding Babbit Formula

    Requesting addition of Babbit formula peak factor calculation to Infodrainage program, providing comprehensive analysis for efficient and accurate design and decision-making since Babbit formula peak factor calculation method used in many standard...
    Mohamad Azzam over 1 year ago in InfoDrainage / Hydraulics 2 Under consideration

    Apply inlet template to grate only without overwriting the invert depth for the structure

    We should be able to apply an inlet grate template to a structure without overwriting the structure's depth or other geometry. The current workflow requires manually applying templates and entering properties for sometimes hundreds of manholes, wh...
    Daniel'le DeVoss 4 months ago in InfoDrainage / Hydraulics 0 For Review

    Infiltration trench with varying depth.

    It should be possible to design an infiltration trench where the long slope at the base of the trench is different to the slope at exceedance level i.e. the depth of the trench varies. Extremely useful for designing a trench that does not match fa...
    Guest over 1 year ago in InfoDrainage / Hydraulics 0 For Review

    Copy Stored Graphs with InfoWater Sync

    Please add support for copying Stored Graphs between local and server copies of models with the InfoWater Sync tool. This is a very important tool for evaluating models and it would be very helpful to retain them when syncing between a server and ...
    Guest 4 months ago in InfoWater Pro / Data Exchange 1 Under consideration

    Query “System Demand” results for “totalized” volume

    It is universally understood that “the area under the curve” approximates the total volume of water for each of the “System Demand” output graphs in InfoWater Pro. Although a “Totalizer” can be applied to a pipe, it is not currently possible to qu...
    Michael Kane 3 months ago in InfoWater Pro / Productivity 1 Gathering support

    Freeboard in Results

    When freeboard is exceeded from something like a basin, it is not immediately clear in the stormwater control results. It says flood risk and a water level that eats into the freeboard, but it does not flag up that this is an issue and is easily m...
    Guest 7 months ago in InfoDrainage / Hydraulics 0 For Review

    Horizontal orifices as an outlet type

    HydroCAD offers a horizontal orifice control outlet type that is very commonly used for detention pond outlet types in the US. Please include this as an outlet type so we can transition from HydroCAD to InfoDrainage.
    Midori Patterson over 1 year ago in InfoDrainage / Hydraulics 1 Gathering support

    Pump and Valve symbol that indicates direction

    The default symbols for Pumps and Valves should ideally indicate the direction they're pointing. This should involve dynamic symbol rotation based on connected pipes (not results). That way I can visually validate my data before running the model....
    Nathan Gerdts about 2 months ago in InfoWater Pro / Productivity 0 Under consideration

    Would it be possible to include longitudinal gradient (slope) to attenuation tanks please? At the moment it appears that software assumes that these structures are constructed flat whereas in real life these could be constructed with a gradient (slope) from the upstream end towards the outlet.

    At the moment it appears that software assumes that these structures are constructed flat whereas in real life these could be constructed with a gradient (slope) from the upstream end towards the outlet (and this could then change the head of wate...
    arek kadlec over 1 year ago in InfoDrainage / Hydraulics 1 Gathering support

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