We use the formula for discharge from a well in a confined aquifer:
\[
Q = \frac{2 \pi k b s_w \log_e \left( \frac{R}{r_w} \right)}{ \log_e \left( \frac{R}{r_w} \right)}
\]
Where:
- \( k = 5 \times 10^{-4} \, {m/s} \) (permeability)
- \( b = 10 \, {m} \) (thickness of the aquifer)
- \( R = 300 \, {m} \) (radius of influence)
- \( r_w = 0.3 \, {m} \) (radius of well)
- \( s_w = 1 \, {m} \) (drawdown)
Substituting the values:
\[
Q = \frac{2 \pi \times 5 \times 10^{-4} \times 10 \times 1 \times \log_e \left( \frac{300}{0.3} \right)}{\log_e \left( \frac{300}{0.3} \right)} = 4.54 \times 10^{-3} \, {m}^3/{s}
\]
Convert to litres per minute:
\[
Q = 4.54 \times 10^{-3} \times 60 \, {lit/min} = 272.87 \, {lit/min} \approx 273 \, {lit/min}
\]
Thus, the discharge from the well is \( 273 \, {lit/min} \).