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Question

A small hole of cross-sectional area $2 \text{ mm}^2$ is present near the bottom of a fully filled open tank of height $3.2 \text{ m}$. Assuming a coefficient of discharge of $0.75$ for the hole and taking $g = 10 \text{ m/s}^2$, the rate of flow of water through the hole would be approximately:

The correct answer is $12.0 \times 10^{-6} \text{ m}^3\text{/s}$

Flow Rate Calculation for a Small Hole

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.

Discharge Calculation Using Given Parameters

To find the rate of flow (also known as discharge, $Q$), we need to consider the following given information and formulas:

  • Height of Water ($h$): The water level in the tank is $h = 3.2 \text{ m}$ above the hole.
  • Area of the Hole ($A$): The cross-sectional area of the hole is given as $A = 2 \text{ mm}^2$. For calculations, we must convert this to square meters ($\text{m}^2$) since other units are in meters and seconds.

    $1 \text{ mm} = 10^{-3} \text{ m}$

    $1 \text{ mm}^2 = (10^{-3} \text{ m})^2 = 10^{-6} \text{ m}^2$

    So, $A = 2 \times 10^{-6} \text{ m}^2$.

  • Coefficient of Discharge ($C_d$): This value, $C_d = 0.75$, adjusts the theoretical flow rate to account for factors like friction and the narrowing of the water stream as it exits (vena contracta).
  • Acceleration due to Gravity ($g$): We are given $g = 10 \text{ m/s}^2$.
  • Formula for Discharge ($Q$): The rate of flow is calculated using the formula:

    $Q = C_d \times A \times v_{theoretical}$

    where $v_{theoretical}$ is the theoretical velocity of the water exiting the hole.
  • Torricelli's Law: This law gives the theoretical velocity ($v_{theoretical}$) of fluid flowing out of an orifice under gravity.

    $v_{theoretical} = \sqrt{2gh}$

Step-by-Step Calculation of Water Discharge

Let's perform the calculation step-by-step:

  1. Calculate the theoretical velocity ($v_{theoretical}$):

    Substitute the values of $g$ and $h$ into Torricelli's Law:

    $v_{theoretical} = \sqrt{2 \times (10 \text{ m/s}^2) \times (3.2 \text{ m})}$

    $v_{theoretical} = \sqrt{64 \text{ m}^2/\text{s}^2}$

    $v_{theoretical} = 8 \text{ m/s}$

  2. Convert Area to Standard Units:

    As determined earlier, the area $A$ in square meters is:

    $A = 2 \times 10^{-6} \text{ m}^2$

  3. Calculate the Actual Rate of Flow ($Q$):

    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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Important Questions from Fluids

  1. When preparing systematic diagram of hydro power plant which of the following is not a component of it?

    1. Generator

    2. Turbine

  2. Two liquids of densities d1 and d2 are mixed in equal masses. Find the resultant density of the mixture.

  3. Water drops fall from the nozzle of a shower 5 m high on the floor. The drops are released at regular intervals of time such that the first drop reaches the ground when sixth drop is released from the nozzle. Taking g = 10 m/s2. What is the height of the fourth drop from the ground?

  4. Bernoulli’s theorem is based on which of the following laws?

  5. In the analysis of flow velocity of a fluid for a fixed instant of time, a space curve is drawn so that it is tangent everywhere to the velocity vector. Then this curve is usually known as

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