Ideas

Showing 130 of 1370

Batch Multi Fire Flow

I want the ability to model many different cases of multi-fire flow in parallel. This is important because I have many areas that require fire flow that is greater than what a single hydrant and later can achieve. Performing this manually for each...

Nathan Gerdts about 2 months ago in InfoWater Pro / Automation 0 Gathering support

3 VOTE

Cumulative Inflow Areas Against Junctions and Connections Results

In order to aid the quality assurance process that exists throughout drainage design, it would make life much simpler to have a cumulative contributing inflow area against junction summaries. Being able to sense check results with the contributing...

Guest 6 months ago in InfoDrainage / Reporting 2 Gathering support

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

2 VOTE

Steady state simulations for different times or for average demand

Steady state simulations are useful for 1) evaluating an initial or simplified version of a model (for example with average demands) or 2) evaluating a specific condition (like maximum demand, etc.) without much complexity. If your model is alread...

Felipe Hernandez 4 months ago in InfoWater Pro / Engine 0 Gathering support

11 VOTE

Please add an Innovyze section to the autodesk forums

Hello, Innovyze previously had a forum available for their products. After the software was purchased by autodesk, this no longer seems to exist. I believe having a forum where users can post questions and troubleshoot their issues would be very h...

Endrit Shabani almost 2 years ago in InfoWater Pro / Other 2 Gathering support

6 VOTE

Calculating and adding the Froude number to storm table output

Many municipalities and utilities want to maintain subcritical flow in the storm sewer system and avoid hydraulic jumps. The Froude number is used to establish subcritical vs. supercritical flow.

Guest about 1 year ago in InfoDrainage / Reporting 2 For Review

9 VOTE

Add a new Special Query for "Demand Junctions" in the Domain Manager

Currently you have to either make your own tediously long query, or you can run a simulation and use output filters, but it should exist as a built-in Special Query.

Grant Clemens over 1 year ago in InfoWater Pro / Productivity 1 Gathering support

3 VOTE

ARR critical storm analysis in Comparison Report

Please update the comparison report feature in InfoDrainage to allow ARR design storms - critical storm per drainage element. We currently cannot compare phases when using ARR storms.

matthew.piggott 7 months ago in InfoDrainage / Reporting 0 For Review

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

4 VOTE

Default tank symbol

Can you change the default tank symbol color back to the dark blue that it used to be? The teal color is very light, making it difficult to see and hard to differentiate from the reservoir symbol. I know I can change this in preferences, but it wo...

Colin Ricks 10 months ago in InfoWater Pro / Productivity 0 Under consideration

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