Loss of water pressure due to friction.
Difference in elevation between any point on the pipeline and the dynamic head level
Imaginary lines that plots the head loss of all points in the system
Difference in elevation between a point on the pipeline and the static water level
15%
29%
33%
40%
0.25 m
2.5 m
25 m
250 m
50 cm
60 cm
75 cm
90 cm
Dead End System
Grid Iron System
Radial System
Circular System