To determine the velocity of water exiting the narrow opening, we apply Bernoulli's principle and consider the additional pressure applied by the load. The given data includes: cross-sectional area of the tank \(A_1 = 0.5\ m^2\), area of the opening \(A_2 = 1\ cm^2 = 1 \times 10^{-4}\ m^2\), load \(m = 25\ kg\), gravitational acceleration \(g = 10\ ms^{-2}\), and water height \(h = 40\ cm = 0.4\ m\). First, calculate the pressure exerted by the load using:
\[ P_{\text{load}} = \frac{F}{A_1} = \frac{mg}{A_1} = \frac{25 \times 10}{0.5} = 500\ N/m^2\]
Add the pressure due to the water column \(P_h = \rho gh\) where \(\rho = 1000\ kg/m^3\):
\[ P_h = 1000 \times 10 \times 0.4 = 4000\ N/m^2\]
Total pressure at the bottom is:
\[ P_{\text{total}} = P_{\text{load}} + P_h = 500 + 4000 = 4500\ N/m^2\]
Using Bernoulli's equation and assuming tank water velocity at rest, the velocity \(v\) of water from the small opening is given by:
\[ v = \sqrt{\frac{2P_{\text{total}}}{\rho}} = \sqrt{\frac{2 \times 4500}{1000}} = \sqrt{9} = 3\ m/s\]
Convert \(3\ m/s\) to \(cm/s\):
\[ v = 3 \times 100 = 300\ cm/s\]
Thus, the velocity of the water is 300 cm/s, fitting within the expected range of 300,300.