Step 1: Recall formula for effective permeability.
For two-dimensional seepage in anisotropic soils:
\[
k_{eff} = \sqrt{k_x \cdot k_y}.
\]
Step 2: Substitute parameters.
This is independent of the actual values; the geometric mean governs the effective permeability.
Step 3: Conclusion.
Thus, the effective permeability is $(k_x k_y)^{1/2}$.


