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The Water Distribution System Hydraulic and Water Quality Analysis Toolkit

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In EPANET2.2, the critical pressure can only be set to a constant value. How to deal with different critical pressures in the water supply network?

I'm using the ENsaveinpfile (v2.2) function to save a file, and when checking the [CONTROLS] section the status of the lines are written with numeric values. I show three images...

The C code errors out and fatally ends for extra links that are not declared in the link-related sections. However, the GUI (v2.2) is able to open and run the...

From the "Detecting Error Conditions" section, "Usage" chapter of the "OWA-EPANET Toolkit" documentation: ```c int errcode = 0; char errmsg[EN_MAXMSG + 1]; ... EN_geterror(ph, errcode, errmsg); ``` but the prototipe...

This issue has been suggested by Dr. Bogumil Ulanicki of De Monfort University. He would like to see EPANET extended to include modeling of variable speed pump groups (two or...

enhancement

I have modified EPANET's hydraulic solver to improve its robustness in solving complex networks containing dozens to hundreds of check valves, flow and pressure regulating valves and pumps. Penalty functions...

enhancement

PR #505 has added a Tank Overflow feature to the EPANET engine that might require some updating of the way that a tank's change in status is described in the...

enhancement

Hello all, I am wondering if modeling a variable speed pump is on the roadmap. I understand you can specify pump utilization pattern or control to adjust pump speed. However,...

So it appears we've been added to The GitHub Actions Beta program. This has the potential to better serve multi-arch CI than current travis/appveyor integrations. Any thoughts? I've set up...

Request For Input