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    Multiple return period hydrograph

    Currently, InfoDrainage restricts each hydrograph to a single return period, which creates inefficiencies when analyzing stormwater systems across multiple design storms. To accommodate analyses for 2-, 10-, and 100-year events, for example, users...
    Guest 9 months ago in InfoDrainage / Hydrology 0 For Review

    Histograms

    The first step toward industrial optimization is establishing a baseline performance. In plants, histograms visualize historical performance statically. The shape of KPI histograms allows quickly establishing operation performance, i.e. high varia...
    Javier Coronado about 1 year ago in Info360 Insight / Data 0 For Review

    Support 64-bit TAB exporter

    Support the extended 64-bit MapInfo TAB exporter to remove the 2GB file-size limit on the export.
    Krzysztof Tchorzewski 9 months ago in Other Product Ideas / Asset Management 0 For Review

    INTERLIS format importer of XML data for CCTV and Manhole Survey data

    Support the importation of INTERLIS format XML data of CCTV and Manhole Survey data
    Krzysztof Tchorzewski 9 months ago in Other Product Ideas / Asset Management 0 For Review

    ARR critical storm analysis in Comparison Report

    Please update the comparison report feature in InfoDrainage to allow ARR design storms - critical storm per drainage element. We currently cannot compare phases when using ARR storms.
    matthew.piggott 9 months ago in InfoDrainage / Reporting 0 For Review

    Sewer Design - Area Density Method

    Area Density method is recommended to be incorporated in Infodrainage as it offers improved accuracy and aligns with Indian flow calculation standards which could enhance the reliability of the outputs. This method is described in Indian Guideline...
    matthew.piggott 10 months ago in InfoDrainage / Other 1 For Review

    Weir coefficients

    Expand the allowable range of weir discharge coefficients in InfoDrainage and provide an optional depth–coefficient user defined table to improve modeling flexibility and accuracy. Weir discharge coefficients (English units) typically range betwee...
    Guest 6 months ago in InfoDrainage / Hydraulics 0 For Review

    Allow no delay connections with a free flow outlet option instead of automatic orifice nodes.

    Currently when flows from a pipe with a free outlet node is diverted to a different location via a no delay connection, the free flow outlet automatically changes into an orifice, which in fact does not exits there. This orifice also needs a manua...
    Iwona Savas about 1 year ago in InfoDrainage 0 For Review

    reduce validation time of models with infiltration zones

    When using rainfall onto mesh in InfoWorks ICM, we often rely on infiltration zones to represent different land uses and their runoff characteristics (e.g., impermeable surfaces, grass, etc.). To ensure full coverage and avoid gaps or "donuts" in ...
    Coen Maas 7 months ago in InfoWorks ICM / Validation 2 For Review

    Pop out windows for tabs

    This would be useful so then one would be able to view multiple long-sections and view the map at the same time on different screens, rather than being limited to one tab at a time.
    Guest 7 months ago in InfoWorks ICM / Visualization 1 For Review

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