Storm Sewer & Flood Modeling
Welcome to the Innovyze Stormwater, Sewer, and Flood modeling feedback page.
370 results found
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Loading bars for large 2d TIN results.
Vissible loading progress for loading large or TIN modelling results.
2 votes -
colour labels based on flags
Make it possible to colour the labels based on the flags associated with the displayed field values.
2 votes -
Interface Utility export efficiency
Hi Paul,
Can I make a suggestion regarding the InterfaceUtils.exe utility?
Seeing that we are now dealing with considerably more rainfall data associated with ARR2016/2019 rainfall & temporal patterns, can Innovyze (or whoever created the abovementioned utility) look at updating the executable such that one doesn’t have to browse for a particular file in the “File name” field. As an alternative, it would be handy if we had the option to simply update the file name manually in the “File name” field and press a “reload button”. Furthermore, it would also be beneficial if there was an additional function to…
2 votes -
Alert on river sections without having to make 1D results points
We'd like to create alerts on river sections without having to create either results points or having the reach split at the cross section in question
2 votes -
Total sediment ( SF1+SF2).
In the result “graph” and “table” window add a new field for “total sediment” which presents the mass flow and the concentration of “sf1”+”sf2”
2 votes -
Agricultural pollution.
Including agricultural pollution in the model. Such as fertilization and pesticide application. These pollutions can buildup rapidely on the surface and washoff during irrigation and rainfall period. Some common model softwares such as SWAT and WASP have this simulation process.
2 votes -
2 votes
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Water environmental capacity calculation
Add environmental capacity calculation in ICM, user can easily find how much pollution the river can receive at each time step and each river’s total environment capacity during the whole simulatiton.
Water Environmental Capacity Calculation
Background
Water environmental capacity is an essential component of water environmental assessment and must be monitored and managed for economic, engineering, and human health reasons. Many efforts have been made to study methods for the calculation of water environmental capacity. This content reviews available literature on water environmental capacity. The evolutionary history and application scenarios of major water quality models, and water environmental capacity calculation…2 votes -
"jet flow" and agitation (inflow with a certain speed)
In China, efforts are being made to improve black and smelly water bodies. One of the measures is to increase water fluidity to improve water quality through natural purification of water bodies. So there are two measures to increase the fluidity of water body: "jet flow" and agitation. We need to add these two measures to ICM. In one-dimensional river or two-dimensional water body, the simulation of "jet" device is added to realize the setting of an inflow into the model at a certain speed. In a two-dimensional water body, the addition of local agitation facilities can realize the change…
2 votes -
Local water quality settings.
User can set local water quality parameters and local initial condition of Water Quality in ICM rather than globally.
Local WQ parameter should at least contain decay rate, DO process coefficient etc..
As for the local initial condition, DO concentration and other pollutants concentration could be set for each river reach.
For example, for one node or one link it could have a local “decay” in itself. And for the initial condition every node or link can have different intial pollution concentrations.2 votes -
Calculatiton speed with diffusion needs to improve.
Diffusion will seriously slow down the model culculation. But generally the water quality models have to run for several years. With current simulation speed that would be unlikely to do a water quality simulation with diffusion.
2 votes -
2 votes
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Expanded Arithmetic Functions in the Statistics Templates for Events
"We are exploring possibilities of doing some post-processing within Infoworks. Right now, we are looking for an option that would summarize CSO volume with an offset instead of threshold; i.e. instead of ignoring anything smaller than a threshold and counting everything greater than that as a whole we want it to subtract a certain amount"
2 votes -
Refine FHWA junction losses
There are some improvements that can be made to FHWA junction losses based on experimental results provided by Wood Rodgers.
2 votes -
View ground model profile for a temporary line
It would be useful to quickly draw a line and see a plot of the ground model along that line. Similar to ArcGIS's Elevation Profile tool and HEC-RAS's Plot Terrain Profiles tool.
1 vote -
improve print functionality
The print functionality in ICM could be improved very much (printing to PDF files). It takes at the moment a lot of time and even then it is not possible to easily (and flexible) fit a selection to the chose page setup (size) for example. Or fit a complet network to the chose paper size.
Of course using snipping tool is a workaround sometimes, However this is not suitable in many cases.
To my opinion a package like ICM needs a working functionality to export results to PDF in a proper and nice manner for reporting.
1 vote -
split network results lines
it would be great if the "splitting lines" function can be applied to network results lines too, which would help a lot if we need to break up a large amount of NRLs into multiple segments rather than redrawing them.
1 vote -
Cumulative flow for comparison (via Result> Graph Report>Location/Simulation report
When producing flow comparison in InfoWorks ICM (via Result> Graph Report>Location/Simulation report) please add the cumulative flow (dynamically for the visible range). Currently this is available only for Graphing any single pipe. And also give option to check/uncheck any given time series visibility when more than 2 hydrograph is compared. Also, It appears ‘Statistics Blocks’ font size/style cannot be altered.
1 vote -
Different shape sluice or pipe/orifice closure option
We usually model closed gates as sluices, as they are the ones that can easily be closed (by setting the height to zero). The downside of this is that it can only be a rectangle (and it usually closes off a round pipe). An orifice now has the nice option to set it at either circular or rectangular, but closing it is not possible (setting the flow limit to zero would make sense here, but doesn’t work). Is it possible to do something about that? In WSPro you have the nice checkbox Close Pipe for all objects, that would come…
1 vote -
RTC - Allow data to be pasted into tables and it automatically generate the rows
The only way to add new rows to an RTC Table is to manual click on them - if would be better if you could paste a large number of rows from Excel and it auto-generates the rows in the same way as when pasting data into the Inflow table.
1 vote
