Fluid Mechanics with Engineering Applications / E. John Finnemore, Joseph B. Franzini.

Format:

Book

Author/Creator:

Finnemore, E. John, author.

Franzini, Joseph B., author.

Series:

McGraw-Hill's AccessEngineeringLibrary.

McGraw-Hill's AccessEngineeringLibrary

Language:

English

Subjects (All):

Fluid mechanics.

Fluid dynamics--Textbooks.

Fluid dynamics.

Genre:

Electronic books.

Physical Description:

1 online resource

Edition:

Tenth edition.

Place of Publication:

New York, N.Y. : McGraw Hill LLC, [2002]

Language Note:

In English.

Summary:

This book is well known and well respected in the civil engineering market and has a following among civil engineers. This book is for civil engineers that teach fluid mechanics both within their discipline and as a service course to mechanical engineering students. As with all previous editions, this 10th edition is extraordinarily accurate, and its coverage of open channel flow and transport is superior. There is a broader coverage of all topics in this edition of Fluid Mechanics with Engineering Applications. Furthermore, this edition has numerous computer-related problems that can be solved in MATLAB and Mathcad.

Contents:

A The McGraw-Hill Series in Civil and Environmental Engineering

B About the Authors

C Dedication

D Preface

E List of Symbols

F List of Abbreviations

1 Introduction

1.0 Chapter Preliminaries

1.1 Scope of Fluid Mechanics

1.2 Historical Sketch of the Development of Fluid Mechanics

1.3 The Book, Its Contents, and How to Best Study Fluid Mechanics

1.4 Approach to Problem Solving

1.5 Dimensions and Units

Exercises

2 Properties of Fluids

2.0 Chapter Preliminaries

2.1 Distinction Between a Solid and a Fluid

2.2 Distinction Between a Gas and a Liquid

2.3 Density, Specific Weight, Specific Volume, and Specific Gravity

2.4 Compressible and Incompressible Fluids

2.5 Compressibility of Liquids

2.6 Specific Weight of Liquids

2.7 Property Relations for Perfect Gases

2.8 Compressibility of Perfect Gases

2.9 Standard Atmosphere

2.10 Ideal Fluid

2.11 Viscosity

2.12 Surface Tension

2.13 Vapor Pressure of Liquids

Problems

3 Fluid Statics

3.0 Chapter Preliminaries

3.1 Pressure at a Point the Same in all Directions

3.2 Variation of Pressure in a Static Fluid

3.3 Pressure Expressed in Height of Fluid

3.4 Absolute and Gage Pressures

3.5 Measurement of Pressure

3.6 Force on a Plane Area

3.7 Center of Pressure

3.8 Force on a Curved Surface

3.9 Buoyancy and Stability of Submerged and Floating Bodies

3.10 Liquid Masses Subjected to Acceleration

4 Basics of Fluid Flow

4.0 Chapter Preliminaries

4.1 Types of Flow

4.2 Laminar and Turbulent Flow

4.3 Steady Flow and Uniform Flow

Exercise

4.4 Path Lines, Streamlines, and Streak Lines

4.5 Flow Rate and Mean Velocity

4.6 Fluid System and Control Volume

4.7 Equation of Continuity

4.8 One-, Two-, and Three-Dimensional Flow

4.9 The Flow Net

4.10 Use and Limitations of the Flow Net

4.11 Frame of Reference in Flow Problems

4.12 Velocity and Acceleration in Steady Flow

4.13 Velocity and Acceleration in Unsteady Flow

5 Energy in Steady Flow

5.0 Chapter Preliminaries

5.1 Energies of a Flowing Fluid

5.1.1 Kinetic Energy

5.1.2 Potential Energy

5.1.3 Pressure Head

5.1.4 Internal Energy

5.2 Equation for Steady Motion of an Ideal Fluid Along a Streamline, and Bernoulli's Theorem

5.2.1 Compressible Fluid

5.2.2 Incompressible Fluid

5.3 Equation for Steady Motion of a Real Fluid Along a Streamline

5.3.1 Compressible Fluid

5.3.2 Incompressible Fluid

5.4 Pressure in Fluid Flow

5.4.1 Pressure in Conduits of Uniform Cross Section

5.4.2 Static Pressure

5.4.3 Stagnation Pressure

5.5 General Energy Equation for Steady Flow of any Fluid

5.6 Energy Equations for Steady Flow of Incompressible Fluids, Bernoulli's Theorem

5.7 Energy Equation for Steady Flow of Compressible Fluids

5.8 Head

5.9 Power Considerations in Fluid Flow

5.10 Cavitation

5.11 Definition of Hydraulic Grade Line and Energy Line

5.12 Loss of Head at Submerged Discharge

5.13 Application of Hydraulic Grade Line and Energy Line

5.14 Method of Solution of Liquid Flow Problems

5.15 Jet Trajectory

5.16 Flow in a Curved Path

5.17 Forced or Rotational Vortex

5.18 Free or Irrotational Vortex

6 Momentum and Forces in Fluid Flow

6.0 Chapter Preliminaries

6.1 Development of the Momentum Principle

6.2 Navier-Stokes Equations

6.3 Momentum Correction Factor

6.4 Applications of the Momentum Principle

6.5 Force on Pressure Conduits

6.6 Force of a Free Jet on a Stationary Vane or Blade

6.7 Moving Vanes: Relation Between Absolute and Relative Velocities

6.8 Force of a Jet on One or More Moving Vanes or Blades

6.8.1 Single Blade, Moving Parallel to Jet

6.8.2 Series of Rotating Blades

6.9 Reaction of a Jet

6.10 Jet Propulsion

6.10.1 Rocket

6.10.2 Jet Engine

6.11 Rotating Machines: Continuity, Relative Velocities, Torque

6.11.1 Continuity

6.11.2 Velocity Triangles for Radial Flow

6.11.3 Torque

6.12 Head Equivalent of Mechanical Work

6.13 Flow Through a Rotating Channel

6.14 Reaction with Rotation

6.15 Momentum Principle Applied to Propellers and Windmills

7 Similitude and Dimensional Analysis

7.0 Chapter Preliminaries

7.1 Definition and Uses of Similitude

7.2 Geometric Similarity

7.3 Kinematic Similarity

7.4 Dynamic Similarity

7.4.1 Reynolds Number

7.4.2 Froude Number

7.4.3 Mach Number

7.4.4 Weber Number

7.4.5 Euler Number

7.4.6 Other Dimensionless Numbers

7.5 Scale Ratios

7.6 Comments on Models

7.7 Dimensional Analysis

7.7.1 Basic Concepts

7.7.2 The Pi Theorem

8 Steady Incompressible Flow in Pressure Conduits

8.0 Chapter Preliminaries

8.1 Laminar and Turbulent Flow

8.2 Critical Reynolds Number

8.3 Hydraulic Radius, Hydraulic Diameter

8.4 Friction Head Loss in Conduits of Constant Cross Section

8.5 Friction in Circular Conduits

8.6 Friction in Noncircular Conduits

8.7 Laminar Flow in Circular Pipes

8.8 Entrance Conditions in Laminar Flow

8.9 Turbulent Flow

8.9.1 First Expression

8.9.2 Second Expression

8.10 Viscous Sublayer in Turbulent Flow

8.11 Velocity Profile in Turbulent Flow

8.12 Pipe Roughness

8.13 Chart for Friction Factor

8.14 Single-Pipe Flow: Solution Basics

8.14.1 Governing Equations

8.14.2 Solution of Special Cases

8.15 Single-Pipe Flow: Solution by Trials

8.16 Single-Pipe Flow: Direct Solutions

8.17 Single-Pipe Flow: Automated Solutions

8.18 Empirical Equations for Single-Pipe Flow

8.19 Nonrigorous Head-Loss Equations

8.20 Minor Losses in Turbulent Flow

8.21 Loss of Head at Entrance

8.22 Loss of Head at Submerged Discharge

8.22.1 Discharge into Still Water

8.22.2 Discharge into Moving Water

8.23 Loss Due to Contraction

8.23.1 Sudden Contraction

8.23.2 Gradual Contraction

8.24 Loss Due to Expansion

8.24.1 Sudden Expansion

8.24.2 Gradual Expansion

8.25 Loss in Pipe Fittings

8.26 Loss in Bends and Elbows

8.27 Single-Pipe Flow with Minor Losses

8.28 Pipeline with Pump or Turbine

8.29 Branching Pipes

8.29.1 Rigorous Solutions

8.29.2 Nonrigorous Solutions

8.30 Pipes in Series

8.31 Pipes in Parallel

8.32 Pipe Networks

8.33 Further Topics in Pipe Flow

Problems.

9 Forces on Immersed Bodies

9.0 Chapter Preliminaries

9.1 Introduction

9.2 Friction Drag Of Boundary Layer?Incompressible Flow

9.3 Laminar Boundary Layer for Incompressible Flow Along a Smooth Flat Plate

9.4 Turbulent Boundary Layer for Incompressible Flow Along a Smooth Flat Plate

9.5 Friction Drag for Incompressible Flow Along a Smooth Flat Plate With a Transition Regime

9.6 Boundary-Layer Separation and Pressure Drag

9.7 Drag on Three-Dimensional Bodies (Incompressible Flow)

9.8 Drag on Two-Dimensional Bodies (Incompressible Flow)

9.9 Lift And Circulation

9.10 Ideal Flow About a Cylinder

9.11 Lift of an Airfoil

9.12 Induced Drag on Airfoil of Finite Length

9.13 Lift And Drag Diagrams

9.14 Effects Of Compressibility on Drag and Lift

9.15 Concluding Remarks

10 Steady Flow in Open Channels

10.0 Chapter Preliminaries

10.1 Open Channels

10.2 Uniform Flow

10.2.1 The Ch?zy Formula

10.2.2 The Manning Formula

10.2.3 Variation of n

10.3 Solution of Uniform Flow Problems

10.4 Velocity Distribution in Open Channels

10.5 ?Wide and Shallow? Flow

10.6 Most Efficient Cross Section

10.7 Circular Sections Not Flowing Full

10.8 Laminar Flow in Open Channels

10.9 Specific Energy and Alternate Depths of Flow in Rectangular Channels

10.10 Subcritical and Supercritical Flow

10.11 Critical Depth in Nonrectangular Channels

10.12 Occurrence of Critical Depth

10.13 Humps and Contractions

10.14 Nonuniform, or Varied, Flow

10.15 Energy Equation for Gradually Varied Flow

10.16 Water-Surface Profiles in Gradually Varied Flow (Rectangular Channels)

10.17 Examples of Water-Surface Profiles

10.17.1 The M1 Curve

10.17.2 The M2 Curve

10.17.3 The M3 Curve

10.17.4 The S Curves

10.17.5 The C Curves

10.17.6 The H and the A Curves

10.17.7 Other Examples

10.18 The Hydraulic Jump

10.18.1 Depth Relations?General

10.18.2 Depth Relations?Rectangular Channel

10.18.3 Energy Loss

10.18.4 Jump Length

10.18.5 Types of Jump

10.18.6 Stilling Basins

10.19 Location of Hydraulic Jump

10.20 Velocity of Gravity Waves

10.21 Flow Around Channel Bends

10.22 Transitions

10.23 Hydraulics of Culverts

10.23.1 Submerged Entrance

10.23.2 Free Entrance

10.24 Further Topics in Open-Channel Flow

11 Fluid Measurements

11.0 Chapter Preliminaries

11.1 Measurement of Fluid Properties

11.2 Measurement of Static Pressure

11.3 Measurement of Velocity with Pitot Tubes

11.4 Measurement of Velocity by Other Methods

11.4.1 Current Meter and Rotating Anemometer

11.4.2 Hot-Wire and Hot-Film Anemometer

11.4.3 Float Measurements

11.4.4 Photographic and Optical Methods

11.4.5 Other Methods

11.5 Measurement of Discharge

11.6 Orifices, Nozzles, And Tubes

11.6.1 Jet Contraction

11.6.2 Jet Velocity and Pressure

11.6.3 Coefficient of Contraction Cc

11.6.4 Coefficient of Velocity C?

11.6.5 Coefficient of Discharge Cd

11.6.6 Determining the Coefficients

11.6.7 Borda Tube

11.6.8 Head Loss

11.6.9 Submerged Jet

11.7 Venturi Meter

11.8 Flow Nozzle

11.9 Orifice Meter

11.10 Flow Measurement of Compressible Fluids

11.10.1 Pitot Tubes

11.10.2 Venturi Meters

11.10.3 Flow Nozzles and Orifice Meters

11.10.4 Supersonic Conditions

11.11 Thin-Plate Weirs

11.11.1 Suppressed Rectangular Weir

11.11.2 Rectangular Weir with End Contractions

11.11.3 Cipolletti Weir

11.11.4 V-notch, or Triangular, Weir

11.11.5 Proportional Weirs

11.12 Streamlined Weirs and Free Overfall

11.12.1 Broad-Crested Rectangular Weir

11.12.2 Other Streamlined Weirs

11.12.3 Free Overfall

11.13 Overflow Spillway

11.14 Sluice Gate

11.15 Measurement of Liquid-Surface Elevation

11.16 Other Methods of Measuring Discharge

12 Unsteady-Flow Problems

12.0 Chapter Preliminaries

12.1 Introduction

12.2 Discharge with Varying Head

12.3 Unsteady Flow of Incompressible Fluids in Pipes

12.4 Approach to Steady Flow

12.5 Velocity of Pressure Wave in Pipes

12.6 Water Hammer

12.6.1 Instantaneous Closure

12.6.2 Rapid Closure (tc < Tr)

12.6.3 Slow Closure (tc > Tr)

12.6.4 Computer Techniques for Water Hammer

12.6.5 Protection from Water Hammer

12.7 Surge Tanks

13 Steady Flow of Compressible Fluids

13.0 Chapter Preliminaries

13.1 Thermodynamic Considerations

13.2 Fundamental Equations Applicable to the Flow of Compressible Fluids

13.2.1 Continuity

13.2.2 Energy Equation

13.2.3 Momentum Equation

13.2.4 Euler Equation

13.2.5 Mach Number

13.3 Speed of Sound

13.4 Adiabatic Flow (With or Without Friction)

13.5 Stagnation Properties

13.6 Isentropic Flow

13.7 Effect of Area Variation on One-Dimensional Compressible Flow

13.8 Compressible Flow Through a Converging Nozzle

13.9 Isentropic Flow Through a Converging-Diverging Nozzle

13.10 One-Dimensional Shock Wave

13.11 The Oblique Shock Wave

13.12 Isothermal Flow

13.13 Isothermal Flow in a Constant-Area Duct

13.14 Adiabatic Flow in a Constant-Area Duct

13.15 Comparison of Flow Types

13.16 Concluding Remarks

14 Ideal Flow Mathematics

14.0 Chapter Preliminaries

14.1 Differential Equation of Continuity

14.2 Irrotational Flow

14.3 Circulation and Vorticity

14.4 The Stream Function

14.5 Basic Flow Fields

14.6 Velocity Potential

14.7 Orthogonality of Streamlines and Equipotential Lines

14.8 Flow Through Porous Media

15 Hydraulic Machinery?Pumps

15.0 Chapter Preliminaries

15.1 Description of Centrifugal and Axial-Flow Pumps

15.2 Head Developed by a Pump

15.3 Pump Efficiency

15.4 Similarity Laws for Pumps

15.5 Performance Characteristics of Pumps at Constant Speed

15.6 Performance Characteristics at Different Speeds and Sizes

15.7 Operating Point of a Pump

15.8 Specific Speed of Pumps

15.9 Peripheral-Velocity Factor

15.10 Cavitation in Pumps

15.11 Viscosity Effect

15.12 Selection of Pumps

15.13 Pumps Operating in Series and in Parallel

15.14 Pump Installations

16 Hydraulic Machinery?Turbines

16.0 Chapter Preliminaries

16.1 Hydraulic Turbines

16.2 Impulse Turbines

16.3 Action of the Impulse Turbine

16.4 Head on an Impulse Turbine and Efficiency

16.5 Nozzles for Impulse Turbines

16.6 Reaction Turbines

16.7 Action of the Reaction Turbine

16.8 Draft Tubes and Effective Head on Reaction Turbines

16.9 Efficiency of Turbines

16.10 Similarity Laws for Reaction Turbines

16.11 Peripheral-Velocity Factor and Specific Speed of Turbines

16.12 Cavitation in Turbines

16.13 Selection of Turbines

16.14 Pump Turbine

16.15 Turbine Installations

16.15.1 Impulse Turbines

16.15.2 Francis Turbines

16.15.3 Propeller Turbines

A Appendix A: Fluid and Geometric Properties

B Appendix B: Equations in Fluid Mechanics

C Appendix C: Programming and Computer Applications

D Appendix D: Examples of Using Solvers

E References

F Answers to Exercises

G Conversion of BG (English) units to SI (metric) units

H Conversion of SI (metric) units to BG (English) units.

Notes:

Includes bibliographical references and index.

Electronic reproduction. New York, N.Y. : McGraw Hill, 2002. Mode of access: World Wide Web. System requirements: Web browser. Access may be restricted to users at subscribing institutions.

Description based on e-Publication PDF.

Other Format:

Print version: Fluid Mechanics with Engineering Applications, Tenth Edition.

ISBN:

9780071121965 (e-ISBN)

007112196X (e-ISBN)

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Restricted for use by site license.