Calrification about velocity head in EPANET 2.2


Just for clarification: is demand driven analysis and pressure driven analysis still neglecting the velocity head in the hydraulic calculations (hydraulic head = elevation head + pressure head)?

So velocity head is just used for calculation of friction and minor losses?

Answering my own question here, but had time to take a closer look at the documentation now and the new pressure driven analysis still calculates pressure as hydraulic head minus elevation (no kinetic term). (