Water is flowing at a velocity of $1.6 \mathrm{~m} \mathrm{~s}^{-1}$ in a pipe of diameter $8 \mathrm{~cm}$ and length $100 \mathrm{~m} .$ Assuming the value of coefficient of friction for pipe, $\mathrm{f}=0.005$ and acceleration due to gravity, $\mathrm{g}=9.81 \mathrm{~m} \mathrm{~s}^{-2},$ the head loss (in meter) due to friction in the pipe is
(A) 1.28
(B) 2.28
(C) 2.78
(D) 3.26
Water is flowing at a velocity of $1.6 \mathrm{~m} \mathrm{~s}^{-1}$ in a pipe of diameter $8 \mathrm{~cm}$ and length $100 \mathrm{~m} .$ Assuming the value of coefficient of friction for pipe, $\mathrm{f}=0.005$ and acceleration due to gravity, $\mathrm{g}=9.81 \mathrm{~m} \mathrm{~s}^{-2},$ the head loss (in meter) due to friction in the pipe is
(A) 1.28
(B) 2.28
(C) 2.78
(D) 3.26