In a pipe 400 mm diameter having a turbulent flow, the center line velocity is 8 m/s, and that at 60 mm from the pipe wall is 1.137 m/s. Calculate shear friction velocity.

1
uf = 7 m/s
2
uf = 2.28 m/s
3
uf = 5.2 m/s
4
uf = 510 m/s

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