The permeability of the aquifer \( k \) can be calculated using Darcy's Law:
\[
V = \frac{k \cdot i}{\mu}
\]
Where:
- \( V \) = velocity of the tracer (6 cm/h)
- \( i \) = hydraulic gradient (0.04)
- \( k \) = permeability of the aquifer
- \( \mu \) = unit length (since this is a typical field test, it can be assumed as 1)
Rearranging the equation to solve for \( k \), we get:
\[
k = \frac{V}{i} = \frac{6 \, \text{cm/h}}{0.04}
\]
Converting cm/h to cm/s, we get:
\[
k = 0.004 \, \text{cm/s}
\]
Final Answer:
\[
\boxed{0.004 \, \text{cm/s}}
\]