Storm Sewer & Flood Modeling

Welcome to the Innovyze Stormwater, Sewer, and Flood modeling feedback page.

This forum is the place to hear your ideas, feature suggestions, and feedback about our Stormwater, Sewer and Flood Modeling offerings.  For more information about these offerings, please visit: http://go.innovyze.com/Storm-Sewer-Flood

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  1. 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

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  2. 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

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  3. 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

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  4. 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

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  5. "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

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  6. 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

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  7. Get time-series values from an existing (rainfall/inflow/level) event in ICM Exchange

    In ICM, we can open a rainfall event as graph. However, since we cannot query the time-series data from existing events in ICM Exchange, it's also impossible for us to do any visualization for these events.

    1 vote

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  8. Buildup and washoff on permeable surfaces.

    Pollution buildup and washoff can also happen on pervious area in Innovyze .buildup/washoff model.

    1 vote

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  9. Model Updates on Groups

    As a user with over 110 network models when we update to a new version can it be added that you update model group and not just models, this would save a mass of time on updating each model to new version if we could select a group and it updates all within,

    0 votes

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