Answer:
The correct option is 'e': f = 0.05.
Step-by-step explanation:
The head loss as given by Darcy Weisbach Equation is as

where
is head loss in the pipe
'f' is the friction factor
'l' is the length of pile
'v' is the velocity of flow in pipe
'D' is diameter of pipe
From equation of contuinity we have

Thus using this in darcy's equation we get

where
'Q' is discharge in the pipe
'A' is area of the pipe
Applying the given values we get

Solving for 'f' we get
