Skip to content

Storm Sewer & Flood Modeling

Welcome to the Innovyze Stormwater, Sewer, and Flood modeling feedback page.

This forum is now locked as we transition to https://innovyzefeedback.autodesk.com
  • Hot ideas
  • Top ideas
  • New ideas
  • My feedback

370 results found

  1. Intelligently select nodes in river reaches

    When clicking on a node over a subcatchment, the software can recognise the user is after the node. When the same is done for a node on a river reach, the node is not automatically selected but rather the choice is presented to the user.

    3 votes
    RECEIVED  ·  0 comments  ·  River Modeling  ·  Admin →
  2. Improvement on the Numerical Correction Process in ICM

    The current procedure for ‘Numerical Correction’ in ICM requires users to remove any existing values to calculate the correction (for Preismann and Base flow) before the inbuilt routine is run. If this wasn't made the calculated correction values are added on top of any existing value thereby reducing the total storage in the system. However, the correction for 'Storage Compensation' deletes any existing values before calculating the compensation value. Therefore, there is inconsistency in the approach which has the potential to reduce the total storage at a node. Either, the inbuilt process for 'Numerical Correction' should be revisited or the…

    3 votes
    RECEIVED  ·  0 comments  ·  Other  ·  Admin →
  3. Export results to CSV/Database with a more flexible selection list in ICMLive

    In ICMLive, we can now export results to CSV/Database with a pre-defined selection list. In ICM, we can have a more flexible way.
    For example if I hope to export results point (2D), initially I may have 1 million points. What we can do in ICM is, run a SQL to query points with sim.max_depth2d > 0.05, then save them to a selection list. We may only have 0.1 million points to export.
    Can we have a similar function in ICMLive, which combines SQL and selection list?

    3 votes
    RECEIVED  ·  0 comments  ·  Live Modeling  ·  Admin →
  4. Export to Geopackage

    New versions should export to more generic GIS formats so that they are independent of commercial GIS platforms.

    3 votes
    RECEIVED  ·  0 comments  ·  Data Exchange  ·  Admin →
  5. Export Flood Profile from ICM to AutoCAD Civil 3D Profile file

    While exporting to AutoCAD DWG file format is ok - we used AutoCAD Civil 3D for drawing profiles. Can you just create a Profile file? or use LandXML to represent this information.

    From the Autodesk Help:
    About the Format Requirements of Profile Files

    Use profile files to record layout data for points of vertical intersection (PVIs) in a profile.

    A profile file is a simple text file in ASCII format. The file contains a series of stations along an alignment, the elevation of each station, and optionally, the length of curve at the station. Each line can include up to…

    3 votes
    RECEIVED  ·  0 comments  ·  Admin →
  6. Chicago Storm Generator

    As a user, I want to generate a synthetic hyetorapg (Chicago Storm) rainfall based on IDF relationship so these storms can be used in ICM.

    3 votes
    IN DEVELOPMENT  ·  0 comments  ·  Hydrology  ·  Admin →
  7. Include a new conduit type for tile drains

    Add a new conduit type to model tile drains or underdrains. These are common in agricultural fields and certain stormwater control structures. Currently, its difficult to model these since you can't account for the time it takes to infiltrate from the surface to the drain based on its depth.

    2 votes
    RECEIVED  ·  0 comments  ·  Hydraulics  ·  Admin →
  8. Graph sum of multiple objects instead of each selected object

    While looking at multiple drainage areas in a basin (in my example), results can become hard to read; it would be nice if you could graph multiple objects and have the option to see the summation of the selection instead of each individual item.

    2 votes
    RECEIVED  ·  0 comments  ·  Hydraulics  ·  Admin →
  9. Retain decimal places when copying/pasting grid values

    For most numerical values in a model, ICM can hold 8 decimal places. From the grid view, if you copy/paste a single cell value, the full set of decimal values are preserved. However, if you copy multiple cell values at once (e.g. an entire column), only the visible/display decimal places will be retained. For certain fields with combinations of large/small values and units, e.g. area values measured in hectares, or baseflow measured in l/s, basic copying/pasting values can result in a lot of precision being lost.

    The work-around for this is to use SQLs to copy/paste/move values around, which ensures…

    2 votes
  10. MULTIPURPOSE 2D ZONE

    Often, I have to duplicate multiple zones to attach different attributes, such as level, roughness, infiltration and even mesh size,

    It would be so much more efficient to be able to include all these attributes in a single zone type. For example, to select all building polygons and turn them into the SUPER zone; and then apply a roughness, infiltration, mesh size and raise them be say 300mm above the ground model. Utopia?

    2 votes
    0 comments  ·  2D Flooding  ·  Admin →
  11. Enable RTK parameters to use rain gauge boundaries

    Enable RTK parameters to use rain gauge boundaries with the SWMM5 engine

    2 votes
    RECEIVED  ·  0 comments  ·  Rainfall  ·  Admin →
  12. Need additional Timestep function for "Between episodes" of "Simulation runoff only"

    It needs creating a new Timestep function in ICM Run window that allows setting up timestep for "Simulation runoff only" for the "Between episodes" separately with "Timestep (s)" in Run window. This new function saves a lot of running time when the model can simulate the runoff only with larger time step using the "Episode Collection"

    2 votes
    RECEIVED  ·  0 comments  ·  Other  ·  Admin →
  13. Add Data Sets to InfoWorks

    Add Data Sets to InfoWorks as one can do in InfoSWMM. Helpful when clients want to model alternatives scenarios and make last minute changes.

    2 votes
    RECEIVED  ·  0 comments  ·  Productivity  ·  Admin →
  14. Active/Inactive Network Elements

    Ability to activate and inactivate model elements in InfoWorks as one can do in InfoSWMM.

    2 votes
    RECEIVED  ·  0 comments  ·  Productivity  ·  Admin →
  15. Allow Theming Inflow areas by attributes

    I would like to visually theme the Inflow areas by an attribute, say, Percent Impervious (PIMP)

    2 votes
    RECEIVED  ·  0 comments  ·  Hydrology  ·  Admin →
  16. Restrict user ability to "Empty Recycle Bin"

    Ideally it would be good to give a couple of named users the ability to empty the recycle bin - everyone else can send things TO the recycle bin, and can go into the bin to recover 'deleted' items, but they won't be able to empty it. This functionality is already present in some other software suites, for example Microsoft SharePoint, where only users designated as 'administrators' can empty the recycle bin.

    The recycle bin in ICM is a wonderful upgrade over CS, in that it is now possible to retrieve certain items that have been accidently deleted. However, I…

    2 votes
    RECEIVED  ·  0 comments  ·  Other  ·  Admin →
  17. I want Infoworks' "Export maxima to GIS" to include the below parameters to assist scour protection design within 2D Zone

    1. For shear-stress-based design 1.1 Max Shear Stress (in N/m2 with at least 1 digit after the decimal point) 1.2 Hydraulic Slope at Max Shear Stress (in percent with at least 3 digits after the decimal point)
    2. For velocity-based design 2.1. Max SPEED2D (already available. Good job, devlopment team!) 2.2. Hydraulic slope at max SPEED2D (in percent with at least 3 digits after the decimal point)
    2 votes
    RECEIVED  ·  1 comment  ·  2D Flooding  ·  Admin →
  18. Enable true 'zooming out' on graphs

    I am not sure if this is intended behavior, or if it is actually a bug/oversight, but I would like to request the 'zoom out' tool zooms out from the CURRENT POSITION, by one zoom increment (so just the reverse of how the zoom in works using the mouse scroll wheel). This would keep the zoom in/out consistent with how the GeoPlan zooming works.

    If you 'zoom in' to a graph (with the mouse scroll wheel or the 'zoom in' tool), and then pan across to a different time, and then try to 'zoom out', it doesn't work as expected.…

    2 votes
    RECEIVED  ·  0 comments  ·  Visualization  ·  Admin →
  19. Theme mapping for rain gauges boundary lines generated using Thiessen polygons method

    Boundary lines generated with the Thiessen Polygon methodology to define the boundaries for different rain gauges are too thin when they are automatically generated inside ICM. This make them quite difficult to see when a model is loaded with many different type of objects as sub catchments, mesh zones, roughness zones, etc.

    Providing our users with the ability to change thickness/colour/line type in a new row in the Properties and Themes, will allow a better visualization, therefore, better understanding in the Geoplan on how each rain gauge affect different zones of the model.

    2 votes
    RECEIVED  ·  0 comments  ·  Visualization  ·  Admin →
  20. Wet Well Graph

    As a modeler, I would like to see a plot showing everything for a pump station in one place. See the attached figure. Inflow/outflow and the flows from each pump. The 3D chart helps a lot showing which line is which.

    2 votes
    RECEIVED  ·  0 comments  ·  Visualization  ·  Admin →

Feedback and Knowledge Base