Step 1: Use the Darcy’s Law to calculate the velocity of the pollutant.
The velocity of the non-reactive pollutant is the same as the groundwater velocity under advection, given by:
\[
v = \frac{K \cdot h}{\phi}
\]
where:
\( K = 5 \, {m/day} \) (hydraulic conductivity)
\( h = {hydraulic gradient} \)
\( \phi = 0.3 \) (porosity)
We need to calculate the hydraulic gradient between the two wells. The drawdown at well X and well Y is provided as 5 m and 3 m, respectively, so the hydraulic gradient \( I \) between wells X and Y is:
\[
I = \frac{h_X - h_Y}{d_X - d_Y}
\]
where \( h_X \) and \( h_Y \) are the drawdowns at X and Y, and \( d_X \) and \( d_Y \) are the distances from the pumping well.
Thus, the hydraulic gradient is:
\[
I = \frac{5 - 3}{200 - 100} = \frac{2}{100} = 0.02
\]
Step 2: Calculate the velocity.
Now we can calculate the velocity using Darcy’s Law:
\[
v = \frac{K \cdot I}{\phi} = \frac{5 \cdot 0.02}{0.3} = \frac{0.1}{0.3} = 0.333 \, {m/day}
\]
Step 3: Calculate the time taken by the pollutant.
The distance between well Y and well X is \( 200 \, {m} - 100 \, {m} = 100 \, {m} \).
The time taken by the pollutant to travel from Y to X is given by:
\[
t = \frac{{distance}}{{velocity}} = \frac{100}{0.333} \approx 300.3 \, {days}
\]
Step 4: Conclusion.
The time taken by the pollutant to reach observation well X is approximately:
\[
\boxed{300.30} \, {days}
\]