Water is flowing steadily at a velocity of 20 m/s through a pipe of diameter 0.2 m. The pressure and elevation at point X are 400 kN/m2 and 32 m, respectively, while those at another point Y are 300 kN/m2 and 34 m, respectively. What will be the head loss between the points X and Y?

Take g = 10 m/s2

1
6 m
2
8 m
3
4 m
4
10 m

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