engineering recuitment MP Vyapam Sub Engineer Mock Test 2024 Fluid Mechanics Flow Through Pipes Friction Loss (Darcy Weisbach Equation)
The head loss due to friction in a pipe of 1 m diameter and 1.5 km long when water is flowing with a velocity of 1 m/s is (Darcy's friction factor fD= 0.02 and acceleration due to gravity g =10m/s2)
1
1.5 m
2
0.5 m
3
1 m
4
2 m