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Hydropneumatic Tank Minor Loss Coefficient Outflow located in Transient (Physical) Alternative and NO MORE in Physical Alternative

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...
6 days ago in Water Distribution Products / HAMMER 0 Reviewed

Add control options for VSP pumps and batteries on pressure at suction side

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...
7 days ago in Water Distribution Products / WaterGEMS 0 Needs Review

OpenFlows - SewerCAD/GEMS Ideas

1. User Data Extension – Make all input fields available to create formulas. As it is right now, I cannot use labels of property fields from a manhole (or a TAP) and use it to create a formula for a conduit. It would be great to be able to use tha...
over 1 year ago in Storm and Sewer Products / SewerGEMS 0 Reviewed

Allow saving and reviewing partial EPS results when “Cannot Solve Equations” occurs

When running Extended Period Simulations (EPS), the occurrence of the “Cannot Solve Equations” error currently causes the entire simulation to fail, with no access to results from the timesteps that were successfully solved prior to the error. It ...
6 months ago in Water Distribution Products / WaterGEMS 0 Reviewed

Allow Controls to work on Tanks

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...
18 days ago in Water Distribution Products / WaterGEMS 0 Needs Review

Incorporate FHWA TechNote 22-061 equations for on-grade side opening inlet calcs.

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.
23 days ago in Storm and Sewer Products / FlowMaster 0 Needs Review

Hydrant elements should be able to connect to laterals with a tap

Right now, hydrants must either be connected to pipe element representing the pipe lateral or inserted directly into the water mains. Either way requires a junction and pipe split at this location. Hydrants can be connected to a lateral with a tap...
3 months ago in Water Distribution Products / WaterGEMS 0 Reviewed

Ability to Export Segments to GIS

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 ...
3 months ago in Water Distribution Products / WaterGEMS 0 Reviewed

Graph Preservation During Models Merge in Openflow Watergems.

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...
5 months ago in Water Distribution Products / WaterGEMS 0 Reviewed

Duplicate profiles and add folders

It would be helpful to Duplicate a profile in WaterCAD/GEMS/HAMMER and be able to group them in folders like selection sets and queries.
about 2 months ago in Water Distribution Products / WaterCAD 0 Needs Review