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A liquid of density 750kgm^(-3) flows sm...

A liquid of density `750kgm^(-3)` flows smoothly through a horizontal pipe that tapers in cross-sectional area from `A_(1)=1.2xx10^(-2)m^(2)` to `A_(2)=(A_(1))/(2)`. The pressure difference between the wide and narrow sections of the pipe is 4500 Pa. The rate of flow of liquid is ________ `xx10^(-3)m^(3)s^(-1)`.

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To solve the problem step by step, we will use the principles of fluid dynamics, specifically the continuity equation and Bernoulli's equation. ### Step 1: Identify the given data - Density of the liquid, \( \rho = 750 \, \text{kg/m}^3 \) - Cross-sectional area at the wide section, \( A_1 = 1.2 \times 10^{-2} \, \text{m}^2 \) - Cross-sectional area at the narrow section, \( A_2 = \frac{A_1}{2} = \frac{1.2 \times 10^{-2}}{2} = 0.6 \times 10^{-2} \, \text{m}^2 \) - Pressure difference, \( P_1 - P_2 = 4500 \, \text{Pa} \) ### Step 2: Apply the continuity equation According to the continuity equation, the volume flow rate must be constant throughout the pipe: \[ A_1 V_1 = A_2 V_2 \] From this, we can express \( V_2 \) in terms of \( V_1 \): \[ V_2 = \frac{A_1}{A_2} V_1 = \frac{1.2 \times 10^{-2}}{0.6 \times 10^{-2}} V_1 = 2 V_1 \] ### Step 3: Apply Bernoulli's equation Using Bernoulli's equation between the two sections of the pipe, we have: \[ P_1 + \frac{1}{2} \rho V_1^2 = P_2 + \frac{1}{2} \rho V_2^2 \] Rearranging gives: \[ P_1 - P_2 = \frac{1}{2} \rho V_2^2 - \frac{1}{2} \rho V_1^2 \] Substituting the pressure difference: \[ 4500 = \frac{1}{2} \rho (V_2^2 - V_1^2) \] ### Step 4: Substitute \( V_2 \) in the equation Substituting \( V_2 = 2 V_1 \): \[ 4500 = \frac{1}{2} \rho ((2 V_1)^2 - V_1^2) \] This simplifies to: \[ 4500 = \frac{1}{2} \rho (4 V_1^2 - V_1^2) = \frac{1}{2} \rho (3 V_1^2) \] ### Step 5: Solve for \( V_1^2 \) Now, substituting the value of \( \rho \): \[ 4500 = \frac{1}{2} \times 750 \times 3 V_1^2 \] Calculating the right-hand side: \[ 4500 = \frac{2250}{2} V_1^2 \] \[ 4500 = 1125 V_1^2 \] Now, solving for \( V_1^2 \): \[ V_1^2 = \frac{4500}{1125} = 4 \] Thus, \[ V_1 = 2 \, \text{m/s} \] ### Step 6: Calculate the volume flow rate Using the volume flow rate formula: \[ Q = A_1 V_1 \] Substituting the values: \[ Q = 1.2 \times 10^{-2} \times 2 = 2.4 \times 10^{-2} \, \text{m}^3/\text{s} \] ### Step 7: Convert to the required format To express the flow rate in \( \text{m}^3/\text{s} \) in the form of \( xx \times 10^{-3} \): \[ Q = 2.4 \times 10^{-2} = 24 \times 10^{-3} \, \text{m}^3/\text{s} \] ### Final Answer The rate of flow of liquid is \( 24 \times 10^{-3} \, \text{m}^3/\text{s} \). ---

To solve the problem step by step, we will use the principles of fluid dynamics, specifically the continuity equation and Bernoulli's equation. ### Step 1: Identify the given data - Density of the liquid, \( \rho = 750 \, \text{kg/m}^3 \) - Cross-sectional area at the wide section, \( A_1 = 1.2 \times 10^{-2} \, \text{m}^2 \) - Cross-sectional area at the narrow section, \( A_2 = \frac{A_1}{2} = \frac{1.2 \times 10^{-2}}{2} = 0.6 \times 10^{-2} \, \text{m}^2 \) - Pressure difference, \( P_1 - P_2 = 4500 \, \text{Pa} \) ...
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