Ideas

Showing 12 of 1370

VSP Control based on Tank Head/Level

Currently you can only use Junction Pressure setpoints or Pump Flow setpoints in the VSP Control dialogue. It would be helpful to be able to use a Tank Level/Head setpoint to adjust the pump speed as well. This is possible in competitor products l...

Grant Clemens over 2 years ago in InfoWater Pro / Operational Modeling 3 Under consideration

5 VOTE

Totalizer Valve and Controls

It would be very useful to have a totalizer valve which closes after a certain amount of flow passes through over a given time, such as 5 MGD over a day, then reopens once that time period has passed. Alternatively, a control option based on a pip...

Guest 12 months ago in InfoWater Pro / Operational Modeling 1 Under consideration

3 VOTE

Pressure Relief Valve

Which valve, if any, would represent a pressure relief valve? Where the pressure on the upstream is not allowed to exceed a certain psi. If it exceeds the specified pressure on the upstream side the valve will open.

Guest 11 months ago in InfoWater Pro / Operational Modeling 2 For Review

3 VOTE

Distribution Network Energy Optimization

Minimize the pumping costs of water distribution while satisfying water demand and operational constraints (water levels, pressure, pump station capacities, future maintenance operations, etc).

Nathan Gerdts over 1 year ago in InfoWater Pro / Operational Modeling 0 Gathering support

9 VOTE

Group InfoWater Pro pumps into a pump station object that aggregates results

As a modeler I want to summarize the behavior of a pump station of multiple pumps using a polygon. This helps me summarize energy usage and total flow without needing to select arbirary upstream or downstream objects. This also helps simplify syst...

Guest about 4 years ago in InfoWater Pro / Operational Modeling 1 Gathering support

4 VOTE

Add the ability to drain subcatchments to the grate of a gully

When importing models from XPSWMM to ICM, my subcatchments drain directly to the node where an inlet capture curve is applied to limit flow to the 1d system. I would like to replicate this behavior easily in ICM when nodes are connected to the 2D ...

Sophia Buchanan almost 2 years ago in InfoWorks ICM / Inlets 0 Gathering support

12 VOTE

Initial Tank Levels

It would be great to be able to change the initial tank levels without having to create a whole new tank data set or putting a duplicate tank in the current data set. That way, the initial tank level condition can be changed for any given scenario...

Guest about 6 years ago in InfoWater Pro / Operational Modeling 4 Will not implement

2 VOTE

Provide option to allow for several multipliers and use with selection sets

In addition to a global multiplier, sometimes you want to peak certain areas and selection sets with specific peaking factors. WaterCAD allows for this under their calculation options.

Michele Marston over 1 year ago in InfoWater Pro / Operational Modeling 0 Gathering support

2 VOTE

Drain nodes connected to 2d domain representing road gullies to 1D pipe network without digitised connection

Often datasets of road gullies are only in point format and lack details on the connections to the surface water sewer network. A function to allow 1D nodes representing road gullies (which are are connected to the 2D domain with a head discharge ...

Guest over 1 year ago in InfoWorks ICM / Inlets 0 Gathering support

2 VOTE

Adjust VSP "Control Value" during model run with Basic Controls

Seems like a fundamental control to be able to adjust a pump's target flow rate dynamically, for a high/low flow setpoint based on tank levels or other triggers. I can currently adjust the speed setting in basic rules, but trying to hit a target f...

Eric King over 2 years ago in InfoWater Pro / Operational Modeling 2 Gathering support

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