The permeability of the aquifer \( k \) is determined using Darcy's Law:
\[
V = \frac{k \cdot i}{\mu}
\]
Where:
- \( V \) = tracer velocity (6 cm/h)
- \( i \) = hydraulic gradient (0.04)
- \( k \) = aquifer permeability
- \( \mu \) = unit length (assumed as 1)
Solving for \( k \):
\[
k = \frac{V}{i} = \frac{6 \, \text{cm/h}}{0.04}
\]
Converting to cm/s:
\[
k = 0.004 \, \text{cm/s}
\]
Final Answer:
\[
\boxed{0.004 \, \text{cm/s}}
\]