Step 1: Given data.
Discharge \( Q = 10 \, \text{cm}^3 \) in 2 hours = \( 10 / (2 × 3600) = 1.39 × 10^{-3} \, \text{cm}^3/s \).
Length \( L = 10 \, \text{cm}, \) Head \( h = 300 \, \text{cm}, \) Diameter \( D = 5 \, \text{cm}. \)
Area \( A = \pi (D/2)^2 = 3.14 × (2.5)^2 = 19.63 \, \text{cm}^2. \)
Step 2: Using Darcy’s Law.
\[
Q = K \, A \, \frac{h}{L}
\]
\[
K = \frac{Q L}{A h}
\]
Step 3: Substitution.
\[
K = \frac{1.39 × 10^{-3} × 10}{19.63 × 300} = 2.36 × 10^{-6} \, \text{cm/s}
\]
Step 4: Conversion to ×10–6.
\( K = 2.36 × 10^{-6} \, \text{cm/s} = 2.36 ×10^{-6} \).
Step 5: Conclusion.
Coefficient of permeability = 2.36 ×10–6 cm/s.