Step 1: Recall formula for equilibrium discharge.
\[
Q_e = \frac{A . R}{T}
\]
where
- $A$ = catchment area in m$^2$,
- $R$ = rainfall excess in m,
- $T$ = duration of excess rainfall in seconds.
Step 2: Convert given values.
\[
A = 240 \, km^2 = 240 \times 10^6 \, m^2
\]
\[
R = 1 \, cm = 0.01 \, m
\]
\[
T = 3 \, hr = 3 \times 3600 = 10800 \, s
\]
Step 3: Substitute into formula.
\[
Q_e = \frac{240 \times 10^6 \times 0.01}{10800}
\]
\[
= \frac{2.4 \times 10^6}{10800} \approx 222.22 \, m^3/s
\]
Final Answer:
\[
\boxed{222.22 \, m^3/s}
\]