It would be ideal if WaterGEMS had the ability to export the Segments information attributed to water mains in GIS format. This would enable us to display the segments in a GIS web app to serve as a reference for valve isolation tracing. In order ...

I realize that illogically for Hydro-pneumatic Tank minor loss coefficient outflow located in Transient (Physical) table on the interface such as outlet diameter, ratio of losses, pressure gas preset, and others is however the only one not belongi...

Currently it is only possible to set a VSP pump/battery to regulate on a tank level at its suction side. However, in practice we have systems that regulate pumps on a static suction pressure (mainly booster pump stations) without a tank being pres...

When using VSPs controlled by suction side tanks (or discharge side tanks), the initial tank head becomes the head setting for the VSP. When using Controls, there is no option to define an Action for Tanks to change this head setting, only the Pum...

Objective: To develop a software solution that seamlessly integrates OpenFlows with OpenRoads, facilitating the generation of utility profiles (StormWater, WasteWater, WaterSupply, etc.) and ensuring efficient crossings with other pipes and networ...

Improvement Suggestion – Graph Preservation (or transfer) When Merging Openflow WaterGEMS Models When merging or combining two OpenFlows WaterGEMS models, hydraulic elements such as pipes, junctions, pumps, tanks, and valves can be transferred s...

The current HEC-22 calcs are unconservative. All users would benefit. For example, I ran a calc that showed 0.67 cfs bypass, when the correct calc showed 0.76 cfs.

When you create a profile, the default lines are thin and hard to see. If you make them thicker, it can look great. But you cannot save these changes as a default, AND (my favorite part) if you change the profile time step or play the profile the ...

SewerGEMS with 2D currently has computational meshes applied for one polygon, It is required to create several computational meshes at once for many polygons in different locations and would to create a mesh for all of them at once

In HAMMER/OpenFlows, relief/surge valves are typically modeled as discharging to atmosphere, or with logic that does not adequately represent “in-line” relief valves (between two pipes) whose actuation depends on the pressure differential between ...