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Storm Sewer & Flood Modeling

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

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9 results found

  1. Know which master database refers to a working/results folder

    Create a means to know which master database is connected to a working / results folder. i.e. to go from the long name of the working / results folder to the ICM master database. A simple text file within the folder could give the name of the master database and version of ICM,

    13 votes

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    ON ROADMAP  ·  1 comment  ·  Productivity  ·  Admin →
  2. Seamless Import/Export of Civil 3d pipe networks into ICM.

    Seamless Import/Export of Civil 3d pipe networks into ICM. It just make sense now the companies are joined rather than having to work-around/manipulate data between the two.

    7 votes

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    ON ROADMAP  ·  1 comment  ·  Data Exchange  ·  Admin →
  3. bottom opening

    Beside an upstanding vertical orrifice, it would be practical to be able to implement horizontal 'bottom holes' from one node to an underlaying node. e.g when a ditch can drain to an underlying conduit by means of a bottom opening. This might be a more straight forward implementation then the weir circumference workround method which is now often used. if possible both circular and rectangular.

    16 votes

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    ON ROADMAP  ·  3 comments  ·  Hydraulics  ·  Admin →
  4. Incorporate ARR2019 Initial Loss & Continuing Loss (IL/CL) infilitration type for 2D Infiltration surfaces

    ICM currently allows 4 infiltration types in 2D infiltration types:

    -fixed
    -Horton
    -Constinf
    -GreenAmpt

    Australian Rainfall and Runoff 2019 talks default initial loss and continuing loss parameters for rural catchments, values for which which can be found in the BOM data hub.

    A new 2D infiltration type which allows the simple IL/CL would allow 2D modelling more inline with ARR2019.

    13 votes

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    ON ROADMAP  ·  0 comments  ·  Hydrology  ·  Admin →
  5. Partially complete a simulation and review results and then opt to continue the simulation

    Simulations often take a long time to run. I would like to be able to "pause" the simulation and review the results to check that the initialisation is correct, or that an RTC is working properly, and if I am happy then continue the simulation to completion.

    34 votes

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    ON ROADMAP  ·  pascal.lang responded

    The approach which we are looking to leverage here is one which deviates a little from the original request but gives the same ability to interrogate results part way through a simulation. After investigating options, the best appears to be to have a run for the total duration you are interested in, then set a state saving checkbox in the run and when you wish to interrogate simulation results stop the simulation. We will then make use of ICMLive developed concatenation of results to allow us to tie in the “continuation run” with the results which were stopped earlier. There is a lot more detail to this than I can add here, but it should meet the need.

  6. Adjust mesh locally without remeshing all

    Adjust mesh locally without having to remesh the entire 2D zone.

    26 votes

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    0 comments  ·  2D Flooding  ·  Admin →
    ON ROADMAP  ·  pascal.lang responded

    We are looking into this, but for the majority of cases it might be that there is already a significant improvement related to this with the new “Clip meshing” which was released with version 11.0 of the software, but in a prototype state, please ensure outputs are reviewed before use. The reason it provides an improvement is that it does a coarse mesh first (which is likely to remain unchanged if only small amendments are made) and follows this with a more detailed mesh after. It would be great to get any feedback you might have on your experiences with the Clip meshing and consistency of results.

  7. Auto themes

    When themes are set and the upper and lower values for a set of themes have been defined, the auto themes button starts with the non linear interpolation between the minimum and maximum value, it would be great if this interpolation could initially be done linearly and if the other options came secondary to this.

    8 votes

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    ON ROADMAP  ·  0 comments  ·  Productivity  ·  Admin →
  8. Transfer roughness values after cross section extension

    When a cross section is extended, the roughness values are not populated automatically when it is probably valid in a significant number of cases to carry forward the existing roughnesses of the cross section end points.

    6 votes

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  9. Infoworks ICM cross section

    Provide a function to easily assess cross sections of the ground model, similar to the XPSWMM function

    3 votes

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