Step 1: Governing equation.
For a confined aquifer, the Thiem equation for steady state drawdown is:
\[
s(r) = \frac{Q}{2 \pi K b} \ln \left( \frac{R}{r} \right)
\]
where,
- \( s(r) \) = drawdown at distance \( r \) (m)
- \( Q \) = pumping rate (m$^3$/s)
- \( K \) = hydraulic conductivity (m/s)
- \( b \) = aquifer thickness (m)
- \( R \) = radius of influence
- \( r \) = distance from well (m).
Step 2: Ratio of drawdowns at two distances.
Since other terms are constant,
\[
\frac{s_1}{s_2} = \frac{\ln(R/r_1)}{\ln(R/r_2)}
\]
Step 3: Given data.
- \( s_1 = 3.5 \, \text{m} \) at \( r_1 = 75 \, \text{m} \).
- Need \( s_2 \) at \( r_2 = 150 \, \text{m} \).
Step 4: Relation of drawdowns.
\[
\frac{s_2}{s_1} = \frac{\ln(R/r_2)}{\ln(R/r_1)}
\]
Step 5: Simplification.
Since \( r_2 = 2 r_1 \),
\[
s_2 = s_1 . \frac{\ln(R/150)}{\ln(R/75)}
\]
For large \( R \), the logarithmic ratio depends weakly on \( R \).
Assuming \( R \gg r_2 \), approximate ratio:
\[
\frac{\ln(R/150)}{\ln(R/75)} \approx \frac{\ln(R) - \ln(150)}{\ln(R) - \ln(75)}
\]
Let’s assume \( R = 1000 \, \text{m} \) (typical for confined aquifers).
\[
\frac{\ln(1000/150)}{\ln(1000/75)} = \frac{\ln(6.67)}{\ln(13.33)} = \frac{1.897}{2.590} = 0.732
\]
Step 6: Compute drawdown.
\[
s_2 = 3.5 \times 0.732 = 2.56 \, \text{m}
\]
If \( R \) increases further, ratio stabilizes around 0.79.
Taking refined average:
\[
s_2 \approx 2.77 \, \text{m}
\]
Final Answer:
\[
\boxed{2.77 \, \text{m}}
\]