This problem involves calculating the volume of water flowing per unit time through a small opening in a tank. We can solve this using principles from fluid dynamics, specifically applying Torricelli's Law and accounting for real-world flow conditions with a coefficient of discharge.
To find the rate of flow (also known as discharge, $Q$), we need to consider the following given information and formulas:
$1 \text{ mm} = 10^{-3} \text{ m}$
$1 \text{ mm}^2 = (10^{-3} \text{ m})^2 = 10^{-6} \text{ m}^2$
So, $A = 2 \times 10^{-6} \text{ m}^2$.
$Q = C_d \times A \times v_{theoretical}$
where $v_{theoretical}$ is the theoretical velocity of the water exiting the hole.$v_{theoretical} = \sqrt{2gh}$
Let's perform the calculation step-by-step:
Substitute the values of $g$ and $h$ into Torricelli's Law:
$v_{theoretical} = \sqrt{2 \times (10 \text{ m/s}^2) \times (3.2 \text{ m})}$
$v_{theoretical} = \sqrt{64 \text{ m}^2/\text{s}^2}$
$v_{theoretical} = 8 \text{ m/s}$
As determined earlier, the area $A$ in square meters is:
$A = 2 \times 10^{-6} \text{ m}^2$
Now, use the discharge formula with the calculated velocity, converted area, and the given coefficient of discharge:
$Q = C_d \times A \times v_{theoretical}$
$Q = 0.75 \times (2 \times 10^{-6} \text{ m}^2) \times (8 \text{ m/s})$
Multiply the numerical values:
$Q = (0.75 \times 2 \times 8) \times 10^{-6} \text{ m}^3/\text{s}$
$Q = (1.5 \times 8) \times 10^{-6} \text{ m}^3/\text{s}$
$Q = 12 \times 10^{-6} \text{ m}^3/\text{s}$
Therefore, the rate of flow of water through the hole is approximately $12.0 \times 10^{-6} \text{ m}^3/\text{s}$.
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