Fluid Mechanics Fundamentals And Applications
Fluid Mechanics Fundamentals And Applications
3rd Edition
ISBN: 9780073380322
Author: Yunus Cengel, John Cimbala
Publisher: MCGRAW-HILL HIGHER EDUCATION
bartleby

Concept explainers

bartleby

Videos

Question
Book Icon
Chapter 9, Problem 66EP
To determine

(a)

The axial speeds (ft/s) at the nozzle entrance and at the nozzle exit.

Expert Solution
Check Mark

Answer to Problem 66EP

The axial speed ft/s at the nozzle entrance is 3.2688ft/s.

The axial speed ft/s at the nozzle exit is 41.7404ft/s.

Explanation of Solution

Given information:

The diameter at the entrance of the nozzle is 0.50in, the diameter at exit of the nozzle is 0.14in. The length of the nozzle is 0.20in. The volume flow rate through nozzle is 2gal/min.

Write the expression for axial speeds at the nozzle entrance.

  uz,entrance=4V˙πDentrance2   ....... (I)

Here, the volume flow rate is V˙, the axial speed at the entrance of the nozzle is uz,entrance, and the diameter at the entrance of the nozzle is Dentrance.

Write the expression for axial speeds at the nozzle exit.

  uz,exit=4V˙πDexit2   ....... (II)

Here, the axial speed at the exit of the nozzle is uz,exit, and the diameter at the exit of the nozzle is Dexit.

Calculation:

Substitute 0.50in for Dentrance and 2gal/min for V˙ in Equation (I).

  uz,entrance=4(2gal/min)π( 0.50in)2=8gal/min( 0.1337 ft 3 gal)0.7853in2=1.0696ft3/min( 144 in 2 ft 2 )0.7853in2=154.022ftin2/min( 1min 60s)0.7853in2

  uz,entrance=2.56704ftin2/s0.7853in2=2.56704ft/s0.7853=3.2688ft/s

Substitute 0.14in for Dexit and 2gal/min for V˙ in Equation (II).

  uz,exit=4(2gal/min)π( 0.14in)2=8gal/min( 0.1337 ft 3 gal)0.0.0615in2=1.0696ft3/min( 144 in 2 ft 2 )0.0.0615in2=154.022ftin2/min( 1min 60s)0.0.0615in2

  uz,exit=2.56704ftin2/s0.0615in2=2.56704ft/s0.0615=41.7404ft/s

Conclusion:

The axial speeds ft/s at the nozzle entrance is 3.2688ft/s.

The axial speeds ft/s at the nozzle exist is 41.7404ft/s.

To determine

(b)

The several streamlines in the rz -plane inside the plane and design the appropriate nozzle shape.

Expert Solution
Check Mark

Answer to Problem 66EP

The following figure represents the stream lines.

  Fluid Mechanics Fundamentals And Applications, Chapter 9, Problem 66EP , additional homework tip  1

Explanation of Solution

Given information:

The diameter at the entrance of the nozzle is 0.50in, the diameter at exist of the nozzle is 0.14in. The length of the nozzle is 0.20in. The volume flow rate through nozzle is 2gal/min.

Write the expression for axial speeds at the nozzle entrance.

  uz,entrance=4V˙πDentrance2   ....... (I)

Here, the volume flow rate is V˙, the axial speed at the entrance of the nozzle is uz,entrance, and the diameter at the entrance of the nozzle is Dentrance.

Write the expression for axial speeds at the nozzle exit.

  uz,exit=4V˙πDexit2   ....... (II)

Here, the axial speed at the exit of the nozzle is uz,exit, and the diameter at the exit of the nozzle is Dexit.

Write the expression for stream function of the flow filed.

  ψ=r22(uz,entrance+uz,exituz,entranceLz)+C   ....... (III)

Here, the stream function of the flow field is ψ, the radius is r, the distance in z direction is z and the length of nozzle is L.

Calculation:

Substitute 0.50in for Dentrance and 2gal/min for V˙ in Equation (I).

  uz,entrance=4(2gal/min)π( 0.50in)2=8gal/min( 0.1337 ft 3 gal)0.7853in2=1.0696ft3/min( 144 in 2 ft 2 )0.7853in2=154.022ftin2/min( 1min 60s)0.7853in2

  uz,entrance=2.56704ftin2/s0.7853in2=2.56704ft/s0.7853=3.2688ft/s

Substitute 0.14in for Dexit and 2gal/min for V˙ in Equation (II).

  uz,exit=4(2gal/min)π( 0.14in)2=8gal/min( 0.1337 ft 3 gal)0.0.0615in2=1.0696ft3/min( 144 in 2 ft 2 )0.0.0615in2=154.022ftin2/min( 1min 60s)0.0.0615in2

  uz,exit=2.56704ftin2/s0.0615in2=2.56704ft/s0.0615=41.7404ft/s

Substitute 41.7404ft/s for uz,exit, 3.2688ft/s for uz,entrance, 0.20in for L and 0 for C in Equation (III).

  ψ=r22(3.2688ft/s+( 41.7404 ft/s 3.2688 ft/s 0.20in)z)ψ=r22(3.2688ft/s41.7404ft/s3.2688ft/s0.20in( 1ft 12in )z)ψ=r22(3.2688ft/s230.514zs1)r=2ψ( 3.2688 ft/s 230.514z s 1 )   ...... (IV)

Substitute 0 for z and 0.25in for r in Equation (IV).

  0.25in=2ψ( 3.2688 ft/s 230.514( 0 ) s 1 )0.25in(1ft12in)=2ψ3.2688ft/sψ=( 0.0208ft)22(3.2688ft/s)ψ=0.000707ft3/s

Substitute 0 for z and 0.07in for r in Equation (IV).

  0.07in=2ψ( 3.2688 ft/s 230.514( 0 ) s 1 )0.07in(1ft12in)=2ψ3.2688ft/sψ=( 0.0058334ft)22(3.2688ft/s)ψ=0.0000463ft3/s

The different values of stream function and radius are shown below the table.

      ψ(ft3/s)  z  r(in)  r
      0.00071  0  0.25  0.25
      0.00071  0.02  0.0014  0.0014
      0.0000463ft3/s  0  0.07  0.01796
      0.0000463ft3/s  0.02  0.011377  0.011377

The following figure represents the stream line with varying of length.

  Fluid Mechanics Fundamentals And Applications, Chapter 9, Problem 66EP , additional homework tip  2

  Figure-(1)

For design, the shape of the nozzle is like the graph of the boundary layers.

Conclusion:

The following figure represents the stream lines.

  Fluid Mechanics Fundamentals And Applications, Chapter 9, Problem 66EP , additional homework tip  3

Want to see more full solutions like this?

Subscribe now to access step-by-step solutions to millions of textbook problems written by subject matter experts!
Students have asked these similar questions
I need expert handwritten solutions to this only
Two large tanks, each holding 100 L of liquid, are interconnected by pipes, with the liquid flowing from tank A into tank B at a rate of 3 L/min and from B into A at a rate of 1 L/min (see Figure Q1). The liquid inside each tank is kept well stirred. A brine solution with a concentration of 0.2 kg/L of salt flows into tank A at a rate of 6 L/min. The diluted solution flows out of the system from tank A at 4 L/min and from tank B at 2 L/min. If, initially, tank A contains pure water and tank B contains 20 kg of salt. A 6 L/min 0.2 kg/L x(t) 100 L 4 L/min x(0) = 0 kg 3 L/min B y(t) 100 L y(0) = 20 kg 2 L/min 1 L/min Figure Q1 - Mixing problem for interconnected tanks Determine the mass of salt in each tank at time t > 0: Analytically (hand calculations)
Two springs and two masses are attached in a straight vertical line as shown in Figure Q3. The system is set in motion by holding the mass m₂ at its equilibrium position and pushing the mass m₁ downwards of its equilibrium position a distance 2 m and then releasing both masses. if m₁ = m₂ = 1 kg, k₁ = 3 N/m and k₂ = 2 N/m. www.m k₁ = 3 (y₁ = 0). m₁ = 1 k2=2 (y₂ = 0) |m₂ = 1 Y2 y 2 System in static equilibrium (Net change in spring length =32-31) System in motion Figure Q3 - Coupled mass-spring system Determine the equations of motion y₁(t) and y₂(t) for the two masses m₁ and m₂ respectively: Analytically (hand calculations)

Chapter 9 Solutions

Fluid Mechanics Fundamentals And Applications

Ch. 9 - Prob. 12PCh. 9 - Prob. 13PCh. 9 - Prob. 14PCh. 9 - Prob. 15PCh. 9 - Prob. 16PCh. 9 - Prob. 17PCh. 9 - Alex is measuring the time-averaged velocity...Ch. 9 - Let vector c be given G=4xziy2i+yzkand let V be...Ch. 9 - The product rule can be applied to the divergence...Ch. 9 - In this chapter we derive the continuity equation...Ch. 9 - Prob. 22PCh. 9 - Repeat Example 9-1(gas compressed in a cylinder by...Ch. 9 - The compressible from of the continuity equation...Ch. 9 - In Example 9-6 we derive the equation for...Ch. 9 - Verify that the spiraling line vortex/sink flow in...Ch. 9 - Verify that the steady; two-dimensional,...Ch. 9 - Prob. 28PCh. 9 - Consider steady flow of water through an...Ch. 9 - Consider the following steady, three-dimensional...Ch. 9 - Consider the following steady, three-dimensional...Ch. 9 - The u velocity component of a steady,...Ch. 9 - Imagine a steady, two-dimensional, incompressible...Ch. 9 - Prob. 34PCh. 9 - The u velocity component of a steady,...Ch. 9 - Imagine a steady, two-dimensional, incompressible...Ch. 9 - Two velocity components of a steady,...Ch. 9 - Prob. 39CPCh. 9 - In CFD lingo, the stream function is often called...Ch. 9 - Prob. 41CPCh. 9 - What is significant about curves of constant...Ch. 9 - Prob. 43PCh. 9 - Prob. 44PCh. 9 - Prob. 46PCh. 9 - As a follow-up to Prob. 9-45, calculate the volume...Ch. 9 - Consider the Couette flow of Fig.9-45. For the...Ch. 9 - Prob. 49PCh. 9 - AS a follow-up to Prob. 9-48, calculate the volume...Ch. 9 - Consider the channel flow of Fig. 9-45. The fluid...Ch. 9 - In the field of air pollution control, one often...Ch. 9 - Suppose the suction applied to the sampling...Ch. 9 - Prob. 54PCh. 9 - Prob. 55PCh. 9 - Prob. 56PCh. 9 - Prob. 57PCh. 9 - Prob. 58PCh. 9 - Prob. 60PCh. 9 - Prob. 61PCh. 9 - Prob. 62PCh. 9 - Prob. 63PCh. 9 - Prob. 64EPCh. 9 - Prob. 65PCh. 9 - Prob. 66EPCh. 9 - Flow separates at a shap corner along a wall and...Ch. 9 - Prob. 69PCh. 9 - Prob. 70EPCh. 9 - Prob. 71PCh. 9 - Prob. 72PCh. 9 - Prob. 74PCh. 9 - Prob. 75PCh. 9 - Prob. 76PCh. 9 - Prob. 77PCh. 9 - Prob. 78CPCh. 9 - What are constitutive equations, and to the fluid...Ch. 9 - An airplane flies at constant velocity Vairplane...Ch. 9 - Wht in the main distionction between Newtormine...Ch. 9 - Define or describe each type of fluid: (a)...Ch. 9 - The general cool volume from of linearmomentum...Ch. 9 - Consider liquid in a cylindrical tank. Both the...Ch. 9 - Prob. 85PCh. 9 - Engine oil at T=60C is forced to flow between two...Ch. 9 - Consider the steady, two-dimensional,...Ch. 9 - Consider the following steady, two-dimensional,...Ch. 9 - Consider steady, two-dimensional, incompressible...Ch. 9 - Consider the following steady, two-dimensional,...Ch. 9 - Consider steady, incompressible, parallel, laminar...Ch. 9 - Prob. 92PCh. 9 - Prob. 93PCh. 9 - Prob. 94PCh. 9 - The first viscous terms in -comonent of the...Ch. 9 - An incompressible Newtonian liquid is confined...Ch. 9 - Prob. 97PCh. 9 - Prob. 98PCh. 9 - Prob. 99PCh. 9 - Prob. 100PCh. 9 - Consider steady, incompressible, laminar flow of a...Ch. 9 - Consider again the pipe annulus sketched in Fig...Ch. 9 - Repeat Prob. 9-99 except swap the stationary and...Ch. 9 - Consider a modified form of Couette flow in which...Ch. 9 - Consider steady, incompressible, laminar flow of a...Ch. 9 - Prob. 106PCh. 9 - Prob. 107PCh. 9 - Prob. 108CPCh. 9 - Prob. 109CPCh. 9 - Prob. 110CPCh. 9 - Prob. 111CPCh. 9 - Discuss the relationship between volumetric strain...Ch. 9 - Prob. 113PCh. 9 - Prob. 114PCh. 9 - Prob. 116PCh. 9 - Prob. 117PCh. 9 - Prob. 118PCh. 9 - Prob. 119PCh. 9 - For each of the listed equation, write down the...Ch. 9 - Prob. 121PCh. 9 - Prob. 122PCh. 9 - A block slides down along, straight inclined wall...Ch. 9 - Look up the definition of Poisson’s equation in...Ch. 9 - Water flows down a long, straight, inclined pipe...Ch. 9 - Prob. 127PCh. 9 - Prob. 128PCh. 9 - The Navier-Stokes equation is also known as (a)...Ch. 9 - Which choice is the genera1 differential equation...Ch. 9 - Which choice is the differential , incompressible,...Ch. 9 - A steady velocity field is given by...Ch. 9 - A steady, two-dimensional, incompressible flow...Ch. 9 - A steady, two-dimensional, incompressible flow...Ch. 9 - Prob. 135PCh. 9 - Prob. 136PCh. 9 - Which choice is not correct regarding the...Ch. 9 - In thud flow analyses, which boundary condition...
Knowledge Booster
Background pattern image
Mechanical Engineering
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, mechanical-engineering and related others by exploring similar questions and additional content below.
Similar questions
SEE MORE QUESTIONS
Recommended textbooks for you
Text book image
Principles of Heat Transfer (Activate Learning wi...
Mechanical Engineering
ISBN:9781305387102
Author:Kreith, Frank; Manglik, Raj M.
Publisher:Cengage Learning
Introduction to Kinematics; Author: LearnChemE;https://www.youtube.com/watch?v=bV0XPz-mg2s;License: Standard youtube license