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Storm Sewer & Flood Modeling

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314 results found

  1. Python scripting API for ICM

    Our team uses Python scripting extensively for data analysis and manipulation, while Ruby is foreign to us.
    Please provide scripting support for Python for model manipulation and analysis.

    8 votes

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    RECEIVED  ·  0 comments  ·  Productivity  ·  Admin →
  2. Export both the result and the underlying property fields

    When the model results are displayed on the webpage through Exchange, since the basic properties need to be viewed, the corresponding basic properties of the results need to be exported first, and then the results are matched to the basic properties according to the ID for display. It is hoped that the option of exporting the basic properties and results together could be added

    2 votes

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    RECEIVED  ·  0 comments  ·  Data Exchange  ·  Admin →
  3. Report InfoSWMM available capacity against theoretical flow for specified d/D

    InfoSWMM provides Pipe/Conduit summary report with values for Max flow divided by "Full Flow". Here the "full flow" is based on Manning's equation for when the pipe is full. However as a sewer utility, we're not allowed to fill pipes. We must keep pipes below 80% full as a constant benchmark.
    We'd prefer all our reports are compared against 0.8d/D instead of Full Flow.

    3 votes

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    RECEIVED  ·  1 comment  ·  Reporting  ·  Admin →
  4. Additional keyboard shortcuts

    Keyboard shortcuts can really help speed up processes and workflows in InfoWorks ICM but some of the menu options do not yet have these. Would it be possible to add the missing keyboard shortcuts, specifically for repeatable tasks such as updating objects from ground models?

    29 votes

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    RECEIVED  ·  4 comments  ·  Productivity  ·  Admin →
  5. 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  ·  Admin →
  6. As an organisation we would like to export the data exposed in show details view

    As an organisation we would like to export the data exposed in show details view in order to assist with reporting in relation disc storage/ utilisation i.e. ID associated with Model Group.
    We store all our DAP models within a single Db so collecting manually is time consuming

    4 votes

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    RECEIVED  ·  0 comments  ·  Reporting  ·  Admin →
  7. Allow to import generic (geo)TIFF into Spatial TSDB

    Currently the only GeoTIFF standard supported in ICM Spatial TSDB is the MeteoGroup standard. But some Authorities in Germany deliver rainfall data as generic TIFF.
    It would be nice to extend the import feature to a generic GeoTIFF format.

    11 votes

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    RECEIVED  ·  0 comments  ·  Rainfall  ·  Admin →
  8. Option to pan through 2 or multiple geoplans at the same time

    Sometimes (in ICM and IAM) in comparing 2 (or more) networks visually the networks are most of the time tiled horizontally of vertically. But when panning through one network, it would be very convenient that the other network(s) is/are also moving.
    Suggestion: An option to visually connect different networks. One is the main and the other networks will be the connected and they will all get the same size. The connected networks will get the zoom factor and the extents of the main network. While panning through one of the networks (preferably the main network) the others will follow.

    3 votes

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    RECEIVED  ·  0 comments  ·  Visualization  ·  Admin →
  9. Allocate a subcatchment’s flows among several nodes

    This is an idea from CDM Smith == I have an engine feature idea that has occurred to me at various times but never acted on. Today I was discussing an InfoWorks model with a junior colleague. It would clearly help us in this model to be able to allocate a subcatchment’s flows among several nodes, whether identically or according to specified proportions. In this case, we’re filling out an existing model that previously had all 10” and larger pipes in town to now include all the 8” as well, tripling the size of the model. We’re basing new subcatchments…

    1 vote

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    1 comment  ·  Hydrology  ·  Admin →
    RECEIVED  ·  pascal.lang responded

    There is the ability to drain a subcatchment laterally to multiple links in InfoWorks ICM, would this be a close enough representation? When looking to split subcatchment flows across multiple nodes, this is usually achieved by splitting the subcatchments so there is one available for each node which is to be drained to.

  10. RTC rule themes

    It would be great if it was possible to theme in the GeoPlan on the basis of the rules which are active for a given object at the visible timestep.

    27 votes

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    RECEIVED  ·  0 comments  ·  Visualization  ·  Admin →
  11. ICM sims updated with better control on sims outcome

    I think waiting a big time for a sim to be done and then because the sim results disk gets full, loosing all of the simulated data is something that should be prevented from the time someone sends the simulation. A warning should be issued when you send the sim, looking at the remaining free disk size, Also maybe showing a estimation of how much space you will need.

    4 votes

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    RECEIVED  ·  0 comments  ·  Productivity  ·  Admin →
  12. Add node level (hydraulic grade line) data to custom graphs for calibration

    Allow for the ability to compare observed and predicted level data (or hydraulic grade lines) at nodes. Instead of depth in the pipe, I typically have water surface elevations at a node, specifically for treatment plant hydraulic modeling.

    6 votes

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    RECEIVED  ·  0 comments  ·  Calibration  ·  Admin →
  13. Increased number of user pollutants

    We would like to be able to trace pollutant sources through our 2D model. The way to do this would be to use the user defined pollutants . But... at the moment there are only four pollutants and potentially we'd have many different sources that we'd like to track. Can the number of user pollutants be increased? We can't give a number that this would need to be increased but it could be several hundred.

    5 votes

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    RECEIVED  ·  pascal.lang responded

    Thanks for this, I assume that as long as the end goal of being able to trace a significant number of sources through the 2D is met this would be sufficient? As in it is not actually pollutants you wish to be able to trace but rather the source of flows?

  14. Triangles browser

    Small triangles can slow down 2D simulations significantly. Currently, after creating a 2D mesh, I export the 2D mesh to a GIS software to check how many triangles I have below certain size and where they are. This helps me address the problem of small triangles efficiently. it would be helpful to have a similar functionality in ICM (i.e. triangles browser).

    17 votes

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    RECEIVED  ·  2 comments  ·  2D Flooding  ·  Admin →
  15. Add support to the GIS Layer Control to access the new OS Open Data API's WMTS

    Enhance/Add support to the GIS Layer Control to access the new OS Open Data API's WMTS. It appears at the minute you can only add WMS layers.

    https://osdatahub.os.uk/

    7 votes

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    RECEIVED  ·  pascal.lang responded

    Thanks for the request, we will look into what this would involve.

  16. Apply rain gauge boundaries to multiple rainfall events

    I would like to load rain gauge boundaries to multiple rainfall events at once. I have had to import rainfall profiles from .csv files and I have lots of durations and return periods. Saving the rain gauge boundaries to each file is time consuming. Having a batch tool where the appropriate rainfall events are loaded at the same time would speed up this process in the future.

    5 votes

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    0 comments  ·  Rainfall  ·  Admin →
    RECEIVED  ·  pascal.lang responded

    Thanks for this request, for application to 1D networks the profile for subcatchments could be used but if the rainfall needs to be applied to a 2D zone as well where spatial distribution is required then in that instance this wouldn’t work I guess so I see the need here.

  17. Application of design storms in ICMLive

    We'd like to be able to predefine some design storms in ICMLive (note that this is NOT the same as design rainfall in ICM). The idea is that we'd have these storms that could be optionally applied by operators to see the likely effect of a rainfall event. Essentially we are looking for the same functionality that existed in FloodWorks.

    5 votes

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    RECEIVED  ·  0 comments  ·  Live Modeling  ·  Admin →
  18. Support for Hong Kong Observatory Rainfall Data

    The Hong Kong Observatory is the authority responsible for producing observed and forecast rainfall data for the territory. Their data is produced in a format not currently supported in ICMLive so we have to convert it into shape files to be used. Direct reading of this data would enable both more efficient data loading processes as well as reducing the potential for errors.

    9 votes

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    RECEIVED  ·  0 comments  ·  Rainfall  ·  Admin →
  19. Option to disable flag colour backgrounds for Custom Labels

    When creating a custom label and using field values, the values have a background in the colour of the flag value. In many cases, the flag value is not a suitable colour to be a background and makes the text difficult to read.
    Could you make an option in the Formatting settings for custom labels to disable this behaviour so that the flag colour is not displayed.

    17 votes

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    RECEIVED  ·  3 comments  ·  Visualization  ·  Admin →
  20. 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  ·  Admin →

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