Storm Sewer & Flood Modeling
Welcome to the Innovyze Stormwater, Sewer, and Flood modeling feedback page.
314 results found
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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 -
SuDS Structures ID Table
Is there a way to generate a table that lists all Suds Structures IDs? I would like to see this so that I can review total area applied, make changes quickly, and also complete QA checks easily.
1 vote -
Merge radar and rain gauge data for accurate spatial rainfall assignment
I would like to use radar rainfall like NEXRAD and spatially correct it to my rain gauge network locally before applying the rainfall in my model.
2 votes -
Optional channel to river reachs option
The way ICM identifies the centre-line of the river reach is by using the point with the lowest invert level. Regardless of the shape of the channels of how much is the value of the X coordinate, didn't affect the appearance of the section to generate, I hope to be able to add a function, can recognize the center line of the river, and the X coordinate is used to define a mapping point distance from the centerline of the channel of the (negative value on behalf of the center line on the left side of the river, when the…
3 votes -
4 votes
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Auto-space custom labels
We use custom labels a lot in reporting how we model ancillaries, and for complex assets spend a long time adjusting labels so they don't overlap and do show up properly.
It would be great if a more "smart" label engine could be used so that labels don't overlap each other, and a few simple other rules e.g. as close to the object as possible, avoid line crossing, and automatically show any newly generated label within the current view extent.3 votes -
Support for different table schemas from SQL Server in the TSDB
We have a SQL Server database containing flow survey and rainfall data. All of the raw data is saved in one table and views are created for each monitor via a stored procedure,
We use schemas to control permissions on the database tables. Only the database owner can add or delete to the raw table (dbo schema) while any user can read from the views ("user interface" schema).
Currently, TSDB can see tables in any schema but can only read from those in the default (dbo) schema. Therefore, an error happens when trying to read from a view that has…
1 vote -
Pipe collision check
Client feedback: an automatic check for colliding pipes would be highly appreciated to avoid nightmares in the construction.
9 votes -
Infoworks ICM - Contours and Labels
Infoworks - ICM
Contours with labels to be shown on ground model
7 votes -
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,
Ann6 votes -
Create selection list from level or inflow events
In some of our older or larger models the number of profiles in level or inflow events have grown to > 100. Through the time quite a number of these have become obsolete because of consecutive model updates (resulting in many log warnings), but it is a very painstaking task to check them all one by one. Therefore it would be a big help if there were a possibility to create a selection list from these events that contains all the profile IDs (and vice versa to create a new event with profiles based on an existing selection list).
3 votes -
A Mesh Layer export function to facilitate the analysis and visualization of temporal mesh element results in QGIS.
I would like to see a Mesh Layer export function that would facilitate the analysis and visualization of temporal mesh element results in QGIS.
Use case example: https://qgis.org/en/site/forusers/visualchangelog312/index.html#feature-vector-trace-animation-and-streamlines-for-mesh-layer
6 votes -
Infoworks ICM - XPSWMM
Provide a easy model/network transport option from one program to the other. Many municipalities within WA utilise XPSWMM and therefore are note able to read an ICM model.
2 votes -
Infoworks ICM - 12d import
Import 12d tin files, both surface and network model files.
3 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 -
4 votes
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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 -
Refine selection to include subcatchments draining to multiple links or other subcatchments
Subcatchments draining to a single link can already be added to an existing selection of node and links by using the refine option, if the upstream node of that link is selected. It would be interesting to have a similar extension for subcatchments draining to multiple links or to other subcatchments. E.g. when I select part of a network by routing and I want to know the total contributing area of it, regardless of the connecting mode of the subcatchments.
2 votesThank you for submitting this idea, it would make for a good extension to existing functionality in this space.
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Apply RTC / observed values to Sluice Linear Structures
At the moment we cannot move sluice linear structures in 2D. We're wanting to model a river entirely in 2D but the river is subject to a series of barrages that would require control. Therefore it would be essential to apply RTC and observed settings to the gates.
7 votes -
1 vote
