The specific energy in open channel flow is given by:
\[
E = h + \frac{V^2}{2g},
\]
where:
- \( h \) is the depth of flow,
- \( V \) is the velocity of the flow,
- \( g \) is the acceleration due to gravity.
Given:
- \( h = 1 \, \text{m} \),
- \( V = \frac{Q}{A} = \frac{20}{10 \times 1} = 2 \, \text{m/s} \),
- \( g = 10 \, \text{m/s}^2 \).
The specific energy is:
\[
E = 1 + \frac{2^2}{2 \times 10} = 1 + 0.2 = 1.2 \, \text{m}.
\]
Thus, the specific energy for this flow condition is \( 1.2 \, \text{m} \).