Storm Sewer & Flood Modeling

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

This forum is the place to hear your ideas, feature suggestions, and feedback about our Stormwater, Sewer and Flood Modeling offerings.  For more information about these offerings, please visit: http://go.innovyze.com/Storm-Sewer-Flood

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How can we improve Stormwater, Sewer & Flood modeling offerings?

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  1. 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.

    28 votes

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    1 comment  ·  Productivity  ·  Flag idea as inappropriate…  ·  Admin →
    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.

  2. Adjust mesh locally without remeshing all

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

    24 votes

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    0 comments  ·  2D Flooding  ·  Flag idea as inappropriate…  ·  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.

  3. 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.

    5 votes

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    ON ROADMAP  ·  0 comments  ·  River Modeling  ·  Flag idea as inappropriate…  ·  Admin →

  4. NOAA Rainfall in ICM

    Where are the Huff or NOAA Ensembles in ICM

    3 votes

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    ON ROADMAP  ·  0 comments  ·  Rainfall  ·  Flag idea as inappropriate…  ·  Admin →
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