Hydraulic gradient:
\[
i = \frac{\Delta h}{L} = \frac{20}{2000} = 0.01.
\]
Darcy velocity:
\[
v_D = K\, i = (3\times10^{-3})(0.01) = 3\times10^{-5}\ \text{m/s}.
\]
Seepage (pore water) velocity:
\[
v = \frac{v_D}{\eta} = \frac{3\times10^{-5}}{0.3}
= 1\times10^{-4}\ \text{m/s}.
\]
Travel time:
\[
t = \frac{L}{v} = \frac{2000}{1\times10^{-4}}
= 2\times10^{7}\ \text{s}.
\]
Convert to days:
\[
t = \frac{2\times10^{7}}{86400}
\approx 231.5\ \text{days}.
\]
Thus,
\[
\boxed{231.5\ \text{days}}
\quad (\text{acceptable range: } 230.0\text{–}233.0)
\]