Storm Sewer & Flood Modeling

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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  1. Calculating volume storage on river reaches

    In the application of ICM, we often count the regulation volume of river channels.But at the moment we can only calculatethe total available volume of channels/river reaches between two cross sections by using length and cross sectional areas.If the number of river sections is very large in the model,it will take a lot of time and effort to accomplish this work. It would be great to have the tool to calculate volume storage on river reaches automatically.

    14 votes

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    IN DISCUSSION  ·  0 comments  ·  Hydraulics  ·  Flag idea as inappropriate…  ·  Admin →
  2. 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.

    7 votes

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    RECEIVED  ·  2 comments  ·  Hydraulics  ·  Flag idea as inappropriate…  ·  Admin →
  3. Enable alternate versions of the SWMM engine within ICM

    I would like to have the option to use a different version of the SWMM engine to be run instead of the latest Innovyze version. In some cases this is required, but it is often very helpful to confirm the results from previous versions.

    2 votes

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    RECEIVED  ·  2 comments  ·  Hydraulics  ·  Flag idea as inappropriate…  ·  Admin →
  4. Storage area polygons

    Storage nodes often represent detention basins or other locations with large areas. Pipes enter/leave from opposite sides. With the standard link/node configuration, one or more link will be mis-configured compared to the actual location.

    I have long wanted to have a storage area polygon, with links connecting to the nearest edge, rather than the center.

    4 votes

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    0 comments  ·  Hydraulics  ·  Flag idea as inappropriate…  ·  Admin →

    Thank you for this request. I just wanted to confirm whether this was for display purposes only to allow for better representation of the actual configuration on site or whether the location of pipes was expected to influence the hydraulics in some way.

  5. Change Variable Speed Pumps Image

    The image for Variable Speed Pumps under the "Other Special Diversion Examples" section is likely wrong. Looks like it is a copy of the image for Pump discharge pipes. Would be great if you could update with the right image! Thanks

    1 vote

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    RECEIVED  ·  0 comments  ·  Hydraulics  ·  Flag idea as inappropriate…  ·  Admin →
  6. XPSWMM Inlet capacity - head difference rating or geometry-based inlets

    Inlet capacity creates a second node internally to XPSWMM. Currently, the rating curve methods for it are calculated based on node depth, rather than head differential, which doesn’t work right with 2D if the storm sewer HGL is above the gutter.

    I really like how inlet capacity doesn’t require adding an extra node. I would like to suggest it be expanded as follows:

    1) Simply add a head differential rating curve.

    2) Add a structure-based option for inlets,

    For a structure-based inlet, it could essentially be a multi-link. I would like to have a global database of standard inlet types…

    2 votes

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    RECEIVED  ·  0 comments  ·  Hydraulics  ·  Flag idea as inappropriate…  ·  Admin →
  7. Structure flow mode reported in the results

    Sometimes when evaluating results at structures we see strange results that require investigation; invariably we find out that this is because the flow mode has changed. (e.g. from free to drowned). It would be very helpful if the ICM results were able to report the flow mode as a time-varying output. This would result in a lot of time saving when investigating models. For reference I am referring to the Flow Mode functionality that is available in InfoWorks RS and Flood Modeller Pro.

    5 votes

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    RECEIVED  ·  0 comments  ·  Hydraulics  ·  Flag idea as inappropriate…  ·  Admin →
  8. Circular sluices/penstocks would also be useful

    Similar to the rectangular flap valve request, circular sluices would avoid workarounds trying to estimate the rectangular equivalent to a half closed circular penstock (or worse still a half closed egg shaped penstock)

    16 votes

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    RECEIVED  ·  0 comments  ·  Hydraulics  ·  Flag idea as inappropriate…  ·  Admin →
  9. Infoworks - Pipe grade calculator

    Pipe grade calculator between US and DS inverts, Ultimately having the ability to calculate downstream or upstream inverts over a long network based on a specified grade from either a DS or US invert level as a starting point.

    8 votes

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    RECEIVED  ·  1 comment  ·  Hydraulics  ·  Flag idea as inappropriate…  ·  Admin →
  10. Pipe collision check

    Client feedback: an automatic check for colliding pipes would be highly appreciated to avoid nightmares in the construction.

    8 votes

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    RECEIVED  ·  0 comments  ·  Hydraulics  ·  Flag idea as inappropriate…  ·  Admin →
  11. Auto populate an incremental ID for objects such as lines/polygons/subcatchments etc.

    Often source data is provided with a non unique ID.

    Nodes auto generate an ID, and conduits will create a node, but the remaining asset classes struggle somewhat and often you need to manipulate the GIS data.

    I would like to be able to have ICM (and WS Pro for that matter) auto populate a unique ID (such as row ID).

    There used to be a blog post written with a Ruby script to do this, but it appears to have been removed from the website. Alternately post the Ruby scripts again somewhere.
    Thanks,
    Ann

    5 votes

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    RECEIVED  ·  0 comments  ·  Hydraulics  ·  Flag idea as inappropriate…  ·  Admin →
  12. RDII Analyst (in ICM)

    Provide RDII Analyst without needing to purchase InfoSWMM

    23 votes

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    RECEIVED  ·  2 comments  ·  Hydraulics  ·  Flag idea as inappropriate…  ·  Admin →
  13. Update user defined vortex controls in ICM so hydrobrake head discharge curves can be modelled

    Current user defined vortex controls don't accept head discharge curves where the discharge reduces for increasing head i.e. what happens in a hydrobrake. It would be useful to get this updated to ensure consistency between ICM and drainage design.

    2 votes

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    RECEIVED  ·  0 comments  ·  Hydraulics  ·  Flag idea as inappropriate…  ·  Admin →
  14. I would like the option to model pump station that operate using VFDs.

    I would like to be able to enter the full and reduced speed pump curves for each pump station that is controlled by variable frequency drives. In addition, I would need the set point or control that causes the pumps to ramp up to full speed.

    3 votes

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    RECEIVED  ·  0 comments  ·  Hydraulics  ·  Flag idea as inappropriate…  ·  Admin →
  15. Simulation engine control update

    Since the beginning of ICM and allowing to send simulation to other computers in the network, there was a need for knowing exactly who is currently sending simulations and to which computer. Please update the ICM with this improved functionality for the normal user, not for admin only. These people are the ones who send simulation to the network, not IT people!

    13 votes

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    4 comments  ·  Hydraulics  ·  Flag idea as inappropriate…  ·  Admin →

    Thank you for the addition of this request, we are in discussions about how this might be achieved as the level of awareness of tasks is varied between agents. Would a dashboard showing who sent which simulation where (which are still ongoing) be sufficient? This would be without the progress those simulations have already made available as a first step.

  16. 10 votes

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    RECEIVED  ·  3 comments  ·  Hydraulics  ·  Flag idea as inappropriate…  ·  Admin →
  17. Wide "Oval" shape ID

    conduit shape ID "Oval" only allows Height > With. So for "horizontally" wide oval conduits a new conduit shape has te be defined. It would be practical if the standard "Oval" also allows a with greater than the hight.

    4 votes

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    RECEIVED  ·  0 comments  ·  Hydraulics  ·  Flag idea as inappropriate…  ·  Admin →
  18. Modelling of mud and other non-Newtonian flows

    We've a lot of work at the moment modelling the failure of tailings dams. Tailings dams typically have material that acts in a non-Newtonian manner. To effectively model these sorts of fluids would require the inclusion of additional fluid properties. The Bingham method (https://en.wikipedia.org/wiki/Bingham_plastic) has been successfully applied in other applications.

    5 votes

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  19. Simple means to set initial storage area water surface elevations

    Please incorporate a system for setting initial water surface elevations in storage nodes that works as easily as the process is in XPSWMM or HEC-RAS. The program should hold this water level during warm-up stabilization.

    4 votes

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    RECEIVED  ·  0 comments  ·  Hydraulics  ·  Flag idea as inappropriate…  ·  Admin →
  20. Can ICM add particle tracking module?

    When there are pollutants that enter a system from various sources then it would be good to have pollutant tracing functionality which shows the source and the pollutant moving through the system, giving an idea of the rate at which it travels and impacts areas downstream.

    8 votes

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    RECEIVED  ·  0 comments  ·  Hydraulics  ·  Flag idea as inappropriate…  ·  Admin →
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