Storm Sewer & Flood Modeling
Welcome to the Innovyze Stormwater, Sewer, and Flood modeling feedback page.
314 results found
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Update Storage array from ground model
Provide the ability to update a storage array (curve) from ground model without destroying manually entered data
7 votes -
2 votes
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Modelling of Septicity
As a sewer modeller I have occasionally been asked about odour generation in sewer networks. I have noticed that DO (dissolved oxygen) and BOD (biochemical oxygen demand) are both inputs in the wastewater and trade-waste model groups of Infoworks ICM SE. Given that these are possible inputs in a sewer model, is it possible to model the consumption of DO by BOD within the network to determine where and when the sewage becomes anaerobic and prone to odour generation? This would be particularly useful if you wanted to model the addition of a high BOD low volume trade waste stream…
4 votes -
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 -
Allow to Use TSDB when running a simulation in ICM Exchange
Running a simulation with TSDB data is currently not supported in ICM Exchange.
4 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 -
1 vote
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Export results to CSV/Database with a more flexible selection list in ICMLive
In ICMLive, we can now export results to CSV/Database with a pre-defined selection list. In ICM, we can have a more flexible way.
For example if I hope to export results point (2D), initially I may have 1 million points. What we can do in ICM is, run a SQL to query points with sim.max_depth2d > 0.05, then save them to a selection list. We may only have 0.1 million points to export.
Can we have a similar function in ICMLive, which combines SQL and selection list?3 votes -
Realign Feature Tool
For XPSWMM and Infoworks (any GUI editor you have actually):
Moving an existing line substantially is something that occasionally happens. If we could do this without having to delete the entire thing, or click and drag each vertex one at a time, it would be a big help at times.
A new feature I’d like to see for lines/polygons is a ‘realign feature’ tool. When selected, if you clicked on a vertex in a line or on a polygon boundary (single click and release), it would ‘grab’ that vertex and allow you to move it. Once you place it by…
1 vote -
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 -
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 -
Export to Geopackage
New versions should export to more generic GIS formats so that they are independent of commercial GIS platforms.
3 votes -
Import ISYBAU networking into InfoWorks
Read ISYBAU data into InfoWorks
5 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 -
Statistic Report Enhancement
Provide a way to enhance the statistical report to allow specific criteria above a threshold.
4 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 -
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 -
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