The problem involves the principle of conservation of mass and Bernoulli’s equation. As the water falls, the velocity increases, but the mass flow rate (product of the cross-sectional area and velocity) remains constant.
Let the area of cross-section at the tap be \(A_1 = 1 \, \text{cm}^2\) and the velocity at the tap is \(v_1 = 2 \, \text{m/s}\). At a point 20 cm below, let the cross-sectional area be \(A_2\) and the velocity be \(v_2\).
The principle of conservation of mass gives:
\[
A_1 v_1 = A_2 v_2
\]
Using the energy conservation principle (Bernoulli’s equation), we have:
\[
\frac{v_2^2}{2} = g h + \frac{v_1^2}{2}
\]
where \(h = 0.2 \, \text{m}\) is the height difference. Now solving for \(v_2\):
\[
v_2 = \sqrt{v_1^2 + 2gh}
\]
Substitute the given values:
\[
v_2 = \sqrt{(B)^2 + 2 \times 10 \times 0.2} = \sqrt{4 + 4} = \sqrt{8} \approx 2.828 \, \text{m/s}
\]
Now, applying the continuity equation:
\[
A_1 v_1 = A_2 v_2 \quad \Rightarrow \quad A_2 = \frac{A_1 v_1}{v_2} = \frac{1 \times 2}{2.828} \approx 0.707 \, \text{cm}^2
\]
Thus, the cross-sectional area at 20 cm below the tap is approximately \(0.707 \, \text{cm}^2\).