Catchment 1: 15% area
$\phi = 0.5$ cm/hr
Rainfall: 0.4, 2.5, 1.6 cm
Excess (negative → 0):
\[
(0.4-0.5)\rightarrow 0,\quad 2.5-0.5=2.0,\quad 1.6-0.5=1.1.
\]
Weighted excess:
\[
0.15(0 + 2.0 + 1.1) = 0.465\ \text{cm}.
\]
Catchment 2: 35% area
$\phi = 1.0$ cm/hr
Rainfall: 0.8, 3.0, 2.1 cm
Excess:
\[
0.8-1.0=0,\quad 3.0-1.0=2.0,\quad 2.1-1.0=1.1.
\]
Weighted:
\[
0.35(0 + 2.0 + 1.1) = 1.085.
\]
Catchment 3: 50% area
$\phi = 0.8$ cm/hr
Rainfall: 0.6, 2.6, 1.9 cm
Excess:
\[
0.6-0.8=0,\quad 2.6-0.8=1.8,\quad 1.9-0.8=1.1.
\]
Weighted:
\[
0.50(0 + 1.8 + 1.1) = 1.45.
\]
Total rainfall excess:
\[
0.465 + 1.085 + 1.45 = 3.00\ \text{cm}.
\]
Thus:
\[
\boxed{3.0\ \text{cm}}
\]