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Storm Sewer & Flood Modeling

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370 results found

  1. RTC - Allow data to be pasted into tables and it automatically generate the rows

    The only way to add new rows to an RTC Table is to manual click on them - if would be better if you could paste a large number of rows from Excel and it auto-generates the rows in the same way as when pasting data into the Inflow table.

    1 vote

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    RECEIVED  ·  0 comments  ·  Hydraulics  ·  Admin →
  2. As a user i want to see 'failed' simulations within the Results Management Window rather than 'completed' status

    When a sim completes as status Incomplete the sim icon changes to red and the Job control window states sim status Incomplete. However, in the Results Management window the sim status is ‘Complete’!

    For consistency and user friendliness; Please can you fix to reflect the status Incomplete? This change will make re-running sims so much easier and save end users not having to delve into IDs to work out which sim need investigation.

    3 votes

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    RECEIVED  ·  0 comments  ·  Hydraulics  ·  Admin →
  3. 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

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  4. 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

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    0 comments  ·  2D Flooding  ·  Admin →
  5. Built-in mapping capabilities, like PCSWMM and Civil 3D have

    Other software has built-in background mapping capabilities for free, using OpenStreetMaps or Bing satellite/hybrid road maps for georeferenced models. The current capability of supporting WMS servers falls way too short and there are no free options available anymore.

    This should have been included ages ago.

    4 votes

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    RECEIVED  ·  0 comments  ·  Productivity  ·  Admin →
  6. Enable RTK parameters to use rain gauge boundaries

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

    2 votes

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    RECEIVED  ·  0 comments  ·  Rainfall  ·  Admin →
  7. Simplify the Ground Water Model

    Simplify the InfoWorks Ground Water model Or GIM by using only the Ground layer instead of two layers Soil and Ground.

    Don’t use the soil store component of the GIM.

    Innovyze, please simplify the conceptual design of the GIM by reducing it to one layer.

    1 vote

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    RECEIVED  ·  0 comments  ·  Hydrology  ·  Admin →
  8. Improve database and results files read performance

    When opening an ICM network for the first time (i.e. no network files in the local files "Working" folder), the WDS reads through the database file in 4 kB chunks to retrieve the requested version of the network. This read process appears to be limited to a disk "queue depth" of 1 and is therefore very sensitive to drive latency. In a cloud environment, drive latency can be in single digit milliseconds. Therefore, the read process might achieve 400 x 4 kB = 1.6 MB per second. If the database file is large, it can take many minutes for the…

    23 votes

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  9. Compare WWG and TWG files

    A tool to compare different WWG files and TWG files and report on the differences, similar to the Compare functionality for Networks.

    1 vote

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  10. Copying view from one network to another

    It would be useful to be able to take the view from one open network (X, Y and Zoom level) and apply it quickly to another network - e.g. to do a quick visual comparison between the two networks.

    9 votes

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  11. Inflow files with different timesteps or ability to import multiple inflow files to a Run file.

    For inflow files, sometimes you have 15-min data for one gauge, and 5-min data for another location, and you want to import them both to the model. It would be helpful to be able to import inflow files with different timesteps for the same date range, so you don't have to manipulate data outside of ICM in excel. Or, allowing the ability to import multiple inflow files to the same run.

    3 votes

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  12. ICM - HEC-22 Combination Inlet for continuous grade inlets

    Currently ICM has 6 FWHA Gully Inlet types:
    ContCo Continuous Curb Opening
    ContG Continuous Grate
    SagC Sag Combination
    SagCO Sag Curb Opening
    SagG Sag Grate and
    UPC Grate

    A commonly used Inlet type (particularly in QLD Australia) that is missing from this list is the combination (curb opening + grate) on a continuous grade.

    Section 4.4.4.4. in the HEC-22 manual discuss the capacity of these inlets where the curb opening precedes the grate in the direction of flow. It would be particularly useful to include this option in ICM rather than assuming a grate only inlet type or having to…

    3 votes

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    RECEIVED  ·  0 comments  ·  Hydraulics  ·  Admin →
  13. 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

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    RECEIVED  ·  0 comments  ·  Other  ·  Admin →
  14. Remove Need to Validate When Changing Background Layers

    Suggest that a network not need to validated or show that it was edited (red circle) for only switching on/off a background (e.g., aerial)layer would be appreciated. Keeping scenarios straight is tough enough w/out the additional heart attack when I don’t recall changing anything.

    26 votes

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  15. It will great if we can control the display of the labels in ICM to have a better visualization.

    For example : the possiblity of changing the precision in the labels (the decimal number of the value )

    11 votes

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    RECEIVED  ·  1 comment  ·  Visualization  ·  Admin →
  16. Add calibration criteria

    Add in ability to review calibration in the model using calibration criteria such as those contained in the CIWEM COP

    1 vote

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    0 comments  ·  Reporting  ·  Admin →
  17. 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

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    RECEIVED  ·  0 comments  ·  Productivity  ·  Admin →
  18. Active/Inactive Network Elements

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

    2 votes

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    RECEIVED  ·  0 comments  ·  Productivity  ·  Admin →
  19. Mesh zone on Mesh Zone

    The ability to have a mesh zone on a mesh zone. This would be useful when modelling Attenuation basins in 3D (using ground model / breaklines). It would easily allow to have a coarse mesh for the basin floor to improve the stability of Outfall 2Ds (where small triangles can limit flow to the outfall 2D) but still allow for a finer mesh for basin sides and in your study area.

    10 votes

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    RECEIVED  ·  0 comments  ·  Other  ·  Admin →
  20. Volume on a discharge graph with results section

    When we display the graph of the discharge (flow through line) of a results section (line object), we don’t have access of the information about the volume (usually when we display a discharge graph, the volume is indicated at the bottom of the graph, but it’s not the case with a results section).
    It could be interesting to have this information about the volume (especially because the results section are a tool very useful to use).

    5 votes

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    RECEIVED  ·  0 comments  ·  Visualization  ·  Admin →

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