1. Water pipeline friction loss
Hydraulic engineerBackground
An engineer is checking the friction loss in a 100 m water pipe with a 50 mm internal diameter and a mean velocity of 2 m/s.
Problem
Calculate the Darcy-Weisbach pressure drop and corresponding head loss for the straight pipe section.
How to use
Enter the Darcy friction factor, pipe length, diameter, water density, velocity, and default gravity.
f = 0.02; L = 100 m; D = 0.05 m; ρ = 1000 kg/m³; v = 2 m/s; g = 9.81 m/s²Outcome
The calculator returns a pressure drop of 80,000 Pa, or 80 kPa and 0.8 bar, with a head loss of 8.1549 m or 26.7551 ft.