Ideas

Showing 18 of 1370

Design ARV & Washout size - Simulate losses & airflow during system drain down

As a planning and design team, we need to size air valves and wash outs for our system so that large pipes can be drained for maintenance in a timely manner. InfoWorks WS Pro models the draindown of water after isolation, but it doesn't take into ...

Nathan Gerdts about 2 months ago in InfoWorks WS Pro / Operations 0 For Review

15 VOTE

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

Add a feature for deselection of a group of elements in Geoplan

Many times we use polygon select feature to select elements in a particular extent, but there is no option of deselecting a small area within that selection - like in Arc Map

Ashwini 10 months ago in InfoWorks WS Pro / Operations 1 Gathering support

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

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

1 VOTE

Option to compare Simulations of different time ranges superimposed on one graph [IWLive]

As an operator, I want to compare today's forecasted operations with different days in the past so I can see alternative ways how similar situations played out and make decisions with confidence. IWLive already offers functionality to compare two ...

Nathan Gerdts 7 months ago in InfoWorks WS Pro / Operations 0 For Review

2 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 InfoWorks WS Pro / Operations 0 Gathering support

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