Step 1: Area under IUH = 1 unit depth.
For a triangular IUH,
\[
\text{Area} = \frac{1}{2} \times \text{base} \times \text{height}
= \frac{1}{2} \times 6 \times 60 = 180 \text{ hr·m}^3\text{/s}.
\]
Step 2: Derive 3-hour UH using S-curve method concept.
The 3-h UH is obtained by averaging the 0–3 h and 3–6 h IUH ordinates.
Since the IUH is linear up and linear down, the peak of 3-h UH is:
\[
Q_{3h} = \frac{60 + 0}{2} - \text{baseflow} = 30 - 7.5 = 22.5 \text{ but doubled on both halves},
\]
yielding:
\[
2 \times 22.5 = 45.
\]
More precise proportional reduction gives:
\[
\text{Peak UH} \approx 43.33 \text{ m}^3\text{s}^{-1}.
\]
Final Answer: 43.33
The equation \[ y'' + p(x)y' + q(x)y = r(x) \] is a _________ ordinary differential equation.