Clean water is passed through a bed of uniform spherical sand at a filtration velocity of 0.002 m/s.
Sand grains are 0.4 mm diameter, specific gravity 2.65, bed depth = 0.67 m, porosity $\eta = 0.35$.
Water density = 998.2 kg/m$^3$, viscosity = $1.002\times10^{-3$ Pa·s.
Friction factor:
\[
f = 1.75 + \frac{150(1-\eta)}{Re},
\]
where $Re$ is Reynolds number.
The headloss (in m, rounded off to three decimal places) using the Carman–Kozeny equation is __________.}