Problem 59
Question
Water is moving with a speed of \(5.0 \mathrm{~m} / \mathrm{s}\) through a pipe with a cross-sectional area of \(4.0 \mathrm{~cm}^{2}\). The water gradually descends \(10 \mathrm{~m}\) as the pipe cross-sectional area increases to \(8.0 \mathrm{~cm}^{2}\). (a) What is the speed at the lower level? (b) If the pressure at the upper level is \(1.5 \times 10^{5} \mathrm{~Pa}\), what is the pressure at the lower level?
Step-by-Step Solution
Verified Answer
(a) The speed at the lower level is 2.5 m/s. (b) The pressure at the lower level is 1.61 × 10⁵ Pa.
1Step 1: Continuity Equation
To find the speed of water at the lower level, we use the principle of conservation of mass, which states that the volume flow rate must remain constant. The continuity equation is given by: \[ A_1 v_1 = A_2 v_2 \] where \( A_1 = 4.0 \, \text{cm}^2 \) and \( v_1 = 5.0 \, \text{m/s} \) are the area and speed at the upper level, and \( A_2 = 8.0 \, \text{cm}^2 \) is the area at the lower level. \( v_2 \) is the speed at the lower level we need to find. First, convert the areas from \( \, \text{cm}^2 \) to \( \, \text{m}^2 \): \( 4.0 \, \text{cm}^2 = 4.0 \times 10^{-4} \, \text{m}^2 \) and \( 8.0 \, \text{cm}^2 = 8.0 \times 10^{-4} \, \text{m}^2 \). Then, solve for \( v_2 \): \[ v_2 = \frac{A_1 v_1}{A_2} = \frac{4.0 \times 10^{-4} \times 5.0}{8.0 \times 10^{-4}} \] Simplifying, \( v_2 = 2.5 \, \text{m/s} \).
2Step 2: Bernoulli's Equation
Next, to find the pressure at the lower level, use Bernoulli's equation, which states: \[ P_1 + \frac{1}{2} \rho v_1^2 + \rho gh_1 = P_2 + \frac{1}{2} \rho v_2^2 + \rho gh_2 \] where \( P_1 = 1.5 \times 10^5 \, \text{Pa} \) is the pressure at the upper level, \( \rho = 1000 \text{ kg/m}^3 \) is the density of water, \( h_1 = 0 \), \( h_2 = -10 \, \text{m} \) (descending), and \( g = 9.8 \, \text{m/s}^2 \) is the acceleration due to gravity. Solve for \( P_2 \): \[ P_2 = P_1 + \frac{1}{2} \rho (v_1^2 - v_2^2) + \rho g (h_1 - h_2) \] Plug in the values: \[ P_2 = 1.5 \times 10^5 + \frac{1}{2} \times 1000 \times (5^2 - 2.5^2) + 1000 \times 9.8 \times 10 \] Simplifying, \( P_2 = 1.61 \times 10^5 \, \text{Pa} \).
Key Concepts
Continuity EquationBernoulli's EquationPressure CalculationConservation of Mass
Continuity Equation
The Continuity Equation is a fundamental concept in fluid dynamics that reflects the principle of conservation of mass. It states that for an incompressible fluid flowing through a pipe, the rate at which mass enters a cross-section of the pipe must be equal to the rate at which mass exits. Mathematically, it can be expressed as: \[ A_1 v_1 = A_2 v_2 \] where:
- \(A_1\) is the cross-sectional area at the initial point.
- \(v_1\) is the velocity of the fluid at the initial point.
- \(A_2\) is the cross-sectional area at the endpoint.
- \(v_2\) is the velocity of the fluid at the endpoint.
Bernoulli's Equation
Bernoulli's Equation is a key principle in fluid dynamics that describes the conservation of energy in flowing fluids. It relates the pressure, velocity, and height at one point in a fluid flow to another point along the same streamline. The equation is expressed as: \[ P_1 + \frac{1}{2} \rho v_1^2 + \rho gh_1 = P_2 + \frac{1}{2} \rho v_2^2 + \rho gh_2 \] Here:
- \(P_1\) and \(P_2\) are the pressures at points 1 and 2.
- \(v_1\) and \(v_2\) are the fluid speeds at points 1 and 2.
- \(h_1\) and \(h_2\) are the heights at points 1 and 2.
- \(\rho\) is the fluid density, and \(g\) is the acceleration due to gravity.
Pressure Calculation
Calculating pressure in fluid dynamics often involves using principles from Bernoulli's Equation, especially when dealing with varying pipe diameters and elevations. Pressure, velocity, and height all influence each other in a flowing fluid. By rearranging Bernoulli's Equation and solving for the desired parameters, we can determine unknown pressures at different points.
In our exercise:
- We start with the known pressure at the upper level and account for differences in velocity and height.
- Changes in kinetic energy due to velocity squared and potential energy due to height differences affect the pressure.
- Simplifying gives us the pressure at the lower level.
Conservation of Mass
Conservation of Mass in fluid dynamics emphasizes that the mass of a fluid must remain constant as it flows through a system. This concept is pivotal for understanding fluid behavior and applying equations like the Continuity Equation. For incompressible fluids or steady flows, the mass flowing in must equal the mass flowing out. This means it doesn't change with time, even in complex systems with changing velocities and cross-sectional areas.
In practical terms:
- This principle helps ensure that systems are closed with no mass loss.
- It's critical in predicting fluid movement, especially for engineering and environmental applications.
- It underlies many calculations in fluid mechanics, allowing engineers to design efficient systems.
Other exercises in this chapter
Problem 56
Suppose that two tanks, 1 and 2 , each with a large opening at the top, contain different liquids. A small hole is made in the side of each tank at the same dep
View solution Problem 57
A cylindrical tank with a large diameter is filled with water to a depth \(D=0.30 \mathrm{~m} .\) A hole of cross-sectional area \(A=6.5 \mathrm{~cm}^{2}\) in t
View solution Problem 60
Models of torpedoes are sometimes tested in a horizontal pipe of flowing water, much as a wind tunnel is used to test model airplanes. Consider a circular pipe
View solution Problem 61
A water pipe having a \(2.5 \mathrm{~cm}\) inside diameter carries water into the basement of a house at a speed of \(0.90 \mathrm{~m} / \mathrm{s}\) and a pres
View solution