EPANET 2 set up question. I have input my demands, lines, nodes, losses, elevations for my system. I have converted the fire hydrant flow test to a reservoir with additional elevation. The line I am connecting to in the R.O.W. has two fire hydrants that I need to find out Flows, Pressures and Velocities.
My question is this: If I have a known flow in the line, do I show that as two reservoirs on each side of my project? If that is the case, should the elevation head be split in two?
The firm I work at is extremely small and the only other P.E. does not understand the program.
My question is this: If I have a known flow in the line, do I show that as two reservoirs on each side of my project? If that is the case, should the elevation head be split in two?
The firm I work at is extremely small and the only other P.E. does not understand the program.
