Problem 64
Question
Water flows through a horizontal pipe and then out into the atmosphere at a speed \(v_{1}=15\) \(\mathrm{m} / \mathrm{s}\). The diameters of the left and right sections of the pipe are \(5.0 \mathrm{~cm}\) and \(3.0\) \(\mathrm{cm}\). (a) What volume of water flows into the atmosphere during a 10 min period? In the left section of the pipe, what are (b) the speed \(v_{2}\) and (c) the gauge pressure?
Step-by-Step Solution
Verified Answer
(a) 6.36 m³, (b) 5.41 m/s, (c) 97850 Pa.
1Step 1: Calculate Area of the Pipe Sections
The cross-sectional area of a pipe can be calculated using the formula for the area of a circle, \( A = \pi r^2 \). For the diameter given, the radius is half of the diameter. Hence, for the left section of the pipe (\( d_2 = 5.0 \) cm), the area \( A_2 \) is: \[ A_2 = \pi \left( \frac{5.0}{2} \times 10^{-2} \right)^2 \approx 19.63 \times 10^{-4} \, \text{m}^2 \]Similarly, for the right section of the pipe (\( d_1 = 3.0 \) cm), the area \( A_1 \) is: \[ A_1 = \pi \left( \frac{3.0}{2} \times 10^{-2} \right)^2 \approx 7.07 \times 10^{-4} \, \text{m}^2 \]
2Step 2: Determine Volume Flow Rate Using Continuity Equation
The continuity equation for incompressible fluids states that the flow rate must be constant across any cross-section of the pipe: \[ A_1 v_1 = A_2 v_2 \] We know \( A_1 \), \( A_2 \), and \( v_1 = 15 \text{ m/s} \). Plug in the values:\[ 7.07 \times 10^{-4} \times 15 = 19.63 \times 10^{-4} \times v_2 \]\[ v_2 = \frac{7.07 \times 15}{19.63} \approx 5.41 \text{ m/s} \]
3Step 3: Calculate the Volume of Water Flowed into Atmosphere
The volume flow rate \( Q \) is given by \( Q = A_1 v_1 \). Multiply by the time duration to find the total volume:\[ Q = A_1 v_1 = 7.07 \times 10^{-4} \times 15 = 0.0106 \text{ m}^3/\text{s} \]For a 10-minute period (600 seconds):\[ V = Q \times 600 = 0.0106 \times 600 \approx 6.36 \text{ m}^3 \]
4Step 4: Apply Bernoulli's Principle to Find Gauge Pressure
Bernoulli's equation relates pressure and flow speed for incompressible fluids:\[ P_2 + \frac{1}{2} \rho v_2^2 = P_1 + \frac{1}{2} \rho v_1^2 \]Assuming the atmospheric pressure \( P_1 \) is the reference, the gauge pressure \( P_g = P_2 - P_1 \). Simplifying for \( P_g \):\[ P_g = \frac{1}{2} \rho (v_1^2 - v_2^2) \]Using \( \rho = 1000 \text{ kg/m}^3 \):\[ P_g = \frac{1}{2} \times 1000 \times (15^2 - 5.41^2) \]\[ P_g \approx \frac{1}{2} \times 1000 \times (225 - 29.3) \]\[ P_g \approx \frac{1}{2} \times 1000 \times 195.7 \]\[ P_g \approx 97850 \text{ Pa} \]
Key Concepts
Continuity EquationBernoulli's PrincipleVolume Flow RateGauge Pressure
Continuity Equation
The continuity equation is a fundamental concept in fluid dynamics, particularly for incompressible fluids like water. It ensures that, within a closed system, the amount of fluid remains constant even if the cross-sectional area of the flow changes. This is mathematically expressed as:\[ A_1 v_1 = A_2 v_2 \]where:
- \( A_1 \) and \( A_2 \) are the cross-sectional areas of two different sections of the pipe.
- \( v_1 \) and \( v_2 \) are the respective flow velocities at these sections.
Bernoulli's Principle
Bernoulli's Principle is a cornerstone of fluid dynamics that explains the behavior of a fluid in motion, taking into account velocity, pressure, and height. Bernoulli's equation for a horizontal flow simplifies to:\[ P_1 + \frac{1}{2} \rho v_1^2 = P_2 + \frac{1}{2} \rho v_2^2 \]Here:
- \( P_1 \) and \( P_2 \) are the pressures at two points along the flow.
- \( \rho \) is the fluid density, which is constant for incompressible fluids like water.
- \( v_1 \) and \( v_2 \) are the fluid velocities at these points.
Volume Flow Rate
The concept of volume flow rate quantifies the amount of fluid that passes through a section of pipe per unit time. It is given by the formula:\[ Q = A v \]where:
- \( Q \) is the volume flow rate.
- \( A \) is the cross-sectional area of the pipe.
- \( v \) is the fluid velocity.
Gauge Pressure
Gauge pressure measures the pressure of a fluid relative to the atmospheric pressure. Unlike absolute pressure, it does not include atmospheric pressure in its value, focusing solely on the pressure added by the fluid itself:\[ P_g = \frac{1}{2} \rho (v_1^2 - v_2^2) \]This equation reflects the change in dynamic pressure due to velocity changes along the flow. It tells us:
- How much pressure is exerted by a fluid inside pipes beyond just gravity and atmospheric pressure.
- Reliable for comparing pressures in different scenarios by eliminating local atmospheric influences.
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