Storm Sewer & Flood Modeling
Welcome to the Innovyze Stormwater, Sewer, and Flood modeling feedback page.
314 results found
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Use Machine Learning to estimate subcatchment inflows to network
Allow users to skip parameterized subcatchment hydrology estimates which may become outdated over time and replace it with machine learning on measured data from TSDB.
Flow meter could train algorithm which learns to predict flows based on rainfall. This flow is then allocated to upstream contributing subcatchments.
As TSDB grows, flow forecasts potentially improve.2 votes -
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.
10 votes -
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)
19 votes -
Use ruby to edit rainfall dialogue box
Exporting rainfall files to csv for manipulation creates details of the storm events themselves, we would like to be able to change the return periods, durations, multiplying factors shown in the rainfall dialogue editor instead.
24 votes -
Pipe collision check
Client feedback: an automatic check for colliding pipes would be highly appreciated to avoid nightmares in the construction.
9 votes -
As a user, I would like the computing time to be reported as clock time rather than CPU time in XPSWMM 2D
I just noticed this when trying to run a test on model speed. This is with the “CPU” Extreme option and 4 CPUs selected. The clock time is about 16 minutes, but the elapsed time is showing at 58 (close to 16x4). I think the ET is counting CPU time, and not clock time. While CPU time is interesting, I think it would be better to report clock time if you’re going to label it “Elapsed Time”.
Perhaps a separate “CPU Time” line would be appropriate when using multiple CPUs.
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| XPSWMM/XPSTORM Simulation Date and Time Summary |
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1 vote -
Save toolbar and screen configurations and locations
I run InfoWorks on my laptop, and have an external monitor. I find I'm often searching for toolbar buttons because switching between the two monitors of different sizes re-configures the locations of the various toolbars and screens.
For example, on my external monitor there is enough room to have the User Actions toolbar displaying, but my laptop is smaller and there is no longer enough room for it, so instead of two rows it bumps down to three and moves my toolbars all around. Adding in profiles or even a scrollable space for the toolbars so the ones to the…
27 votes -
Import HAZUS data into InfoWorks ICM Damage Functions
HAZUS data can be accessed from the backend using MS SQL. Could an import function be added to ICM which would allow a connection to the database and import data as needed to create damage functions?
2 votes -
Better documentation on XPX/XPTABLES to map UI element to variables
I would like for Innovyze to create a complete list of all the codes that can be used in XPX or XPTables, with descriptions of how they are used, and/or make it very easy to find out what those codes are.
For example, NKLASS is used in XPX to change the conduit shape. In XPX, the NKLASS codes are just numbers that correspond to particular shapes. To figure out which number is which takes making a dummy model . I was hoping that you have a full data definition somewhere that tells what all these things are.
In XPTables, however,…
2 votes -
Support for more than two simulations in long sections
When evaluating the effects of raising and lowering roughness it would be helpful to display three or more simulations in the same long section; at the moment it is only possible to display 2.
25 votes -
I would like to create a template for model import from GIS to XPSWMM
When you go exchange data from GIS to XPSWMM you need to find all the fields you want each time and rename all the field for GIS compatibility. I would like to create a standard template once and use that template for each model and each time I need to exchange data. I may even create smaller templates to import catchments, hydrology data, and networks separately.
2 votes -
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.
5 votes -
Drag and drop ruby
The ability to drag and drop ruby scripts from the file system into the ICM window in order to execute them.
This will not only be useful for day to day use of using ruby scripts but will also be useful for 3rd party (and open source) applications like InfoLab
https://github.com/sancarn/InfoLab
Currently in order to inject ruby scripts into the UI we have to use open up Network tab and execute the "Run Ruby Script" button's default action. Creating a drop event onto ICM would be significantly easier and is extremely easy to implement (a few hours)
5 votes -
River bank cumulative flow
It would be great to have the ability to graph bank flows and have a cumulative flow result available.
16 votes -
Removing missing GIS-layers
If a GIS-layer for a model is missing you cannot remove the reference to it because the layer isn't visible in the GIS layer control window. So you keep getting the error message each time you open the model. Why not make missing GIS-layers visible in the GIS layer control window ('greyed out' or with a suffix '(missing)' in the description). Then you can select it and remove it.
9 votes -
Only update interpreted points on Bank Line when updating from Ground Model
When updating bank lines from ground model it would be useful to have an option was available to only update the interpreted points, therefore retaining vertices heights from cross sections and surveyed points. Or an option to easily delete the interpreted points, so they can be updated.
6 votesThanks for this idea, I agree that it would be great to see this.
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Import selection lists from CSV
A simple request - can we have the ability to create csv files of selection lists that could then be imported into ICM?
12 votes -
Use of cfg for mapping in Polygon Generation via Intersection or have a Ruby do it
In doing (and often multiple redoing) the Polygon Generation via Intersection, it would be very useful to have the opportunity to save the mapping (which GIS or Network Field in which Polygon field) in a cfg file, like the ODEC feature has the opportunity to save the mapping.
As an alternative it would also be very useful to be able to run a Ruby which activates the Polygon Generation via Intersection and even the Area Take Off features.3 votes -
Infoworks ICM - Contours and Labels
Infoworks - ICM
Contours with labels to be shown on ground model
7 votes -
RORB Hydrology Method in ICM
InfoWorks ICM currently has the RAFTS Hydrological Routing method, but as a flood modelling user, I would like access to the RORB method as an option inside ICM. It is a similar method to RAFTS and would help endorsement of the software where RORB hydrology is a requirement.
6 votes