Fluid Mechanics with Engineering Applications /
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, th...
Clasificación: | Libro Electrónico |
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Autores principales: | , |
Formato: | Electrónico eBook |
Idioma: | Inglés |
Publicado: |
New York, N.Y. :
McGraw Hill LLC,
[2002]
|
Edición: | Tenth edition. |
Colección: | McGraw-Hill's AccessEngineeringLibrary.
|
Temas: | |
Acceso en línea: | Texto completo |
Tabla de Contenidos:
- 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
- Exercises
- 2.4 Compressible and Incompressible Fluids
- 2.5 Compressibility of Liquids
- Exercises
- 2.6 Specific Weight of Liquids
- Exercises
- 2.7 Property Relations for Perfect Gases
- Exercises
- 2.8 Compressibility of Perfect Gases
- Exercises
- 2.9 Standard Atmosphere
- 2.10 Ideal Fluid
- 2.11 Viscosity
- Exercises
- 2.12 Surface Tension
- Exercises
- 2.13 Vapor Pressure of Liquids
- Exercises
- 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
- Exercises
- 3.3 Pressure Expressed in Height of Fluid
- Exercises
- 3.4 Absolute and Gage Pressures
- Exercises
- 3.5 Measurement of Pressure
- Exercises
- 3.6 Force on a Plane Area
- 3.7 Center of Pressure
- Exercises
- 3.8 Force on a Curved Surface
- Exercises
- 3.9 Buoyancy and Stability of Submerged and Floating Bodies
- Exercises
- 3.10 Liquid Masses Subjected to Acceleration
- Exercises
- Problems
- 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
- Exercises
- 4.6 Fluid System and Control Volume
- 4.7 Equation of Continuity
- Exercises
- 4.8 One-, Two-, and Three-Dimensional Flow
- 4.9 The Flow Net
- 4.10 Use and Limitations of the Flow Net
- Exercises
- 4.11 Frame of Reference in Flow Problems
- 4.12 Velocity and Acceleration in Steady Flow
- Exercises
- 4.13 Velocity and Acceleration in Unsteady Flow
- Exercises
- Problems
- 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
- Exercises
- 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
- Exercises
- 5.3 Equation for Steady Motion of a Real Fluid Along a Streamline
- 5.3.1 Compressible Fluid
- 5.3.2 Incompressible Fluid
- Exercises
- 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
- Exercises
- 5.5 General Energy Equation for Steady Flow of any Fluid
- 5.6 Energy Equations for Steady Flow of Incompressible Fluids, Bernoulli's Theorem
- Exercises
- 5.7 Energy Equation for Steady Flow of Compressible Fluids
- Exercises
- 5.8 Head
- 5.9 Power Considerations in Fluid Flow
- Exercises
- 5.10 Cavitation
- Exercises
- 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
- Exercises
- 5.14 Method of Solution of Liquid Flow Problems
- Exercises
- 5.15 Jet Trajectory
- Exercises
- 5.16 Flow in a Curved Path
- Exercises
- 5.17 Forced or Rotational Vortex
- Exercises
- 5.18 Free or Irrotational Vortex
- Exercises
- Problems
- 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
- Exercises
- 6.4 Applications of the Momentum Principle
- Exercises
- 6.5 Force on Pressure Conduits
- Exercises
- 6.6 Force of a Free Jet on a Stationary Vane or Blade
- Exercises
- 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
- Exercises
- 6.9 Reaction of a Jet
- Exercises
- 6.10 Jet Propulsion
- 6.10.1 Rocket
- 6.10.2 Jet Engine
- Exercises
- 6.11 Rotating Machines: Continuity, Relative Velocities, Torque
- 6.11.1 Continuity
- 6.11.2 Velocity Triangles for Radial Flow
- 6.11.3 Torque
- Exercises
- 6.12 Head Equivalent of Mechanical Work
- 6.13 Flow Through a Rotating Channel
- Exercise
- 6.14 Reaction with Rotation
- Exercises
- 6.15 Momentum Principle Applied to Propellers and Windmills
- Exercises
- Problems
- 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
- Exercises
- 7.5 Scale Ratios
- 7.6 Comments on Models
- 7.7 Dimensional Analysis
- 7.7.1 Basic Concepts
- 7.7.2 The Pi Theorem
- Exercises
- Problems
- 8 Steady Incompressible Flow in Pressure Conduits
- 8.0 Chapter Preliminaries
- 8.1 Laminar and Turbulent Flow
- 8.2 Critical Reynolds Number
- Exercises
- 8.3 Hydraulic Radius, Hydraulic Diameter
- Exercises
- 8.4 Friction Head Loss in Conduits of Constant Cross Section
- 8.5 Friction in Circular Conduits
- Exercises
- 8.6 Friction in Noncircular Conduits
- Exercises
- 8.7 Laminar Flow in Circular Pipes
- Exercises
- 8.8 Entrance Conditions in Laminar Flow
- Exercises
- 8.9 Turbulent Flow
- 8.9.1 First Expression
- 8.9.2 Second Expression
- Exercises
- 8.10 Viscous Sublayer in Turbulent Flow
- Exercises
- 8.11 Velocity Profile in Turbulent Flow
- Exercises
- 8.12 Pipe Roughness
- Exercises
- 8.13 Chart for Friction Factor
- Exercises
- 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
- Exercises
- 8.16 Single-Pipe Flow: Direct Solutions
- Exercises
- 8.17 Single-Pipe Flow: Automated Solutions
- Exercises
- 8.18 Empirical Equations for Single-Pipe Flow
- Exercises
- 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
- Exercises
- 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
- Exercises
- 8.25 Loss in Pipe Fittings
- 8.26 Loss in Bends and Elbows
- Exercises
- 8.27 Single-Pipe Flow with Minor Losses
- Exercises
- 8.28 Pipeline with Pump or Turbine
- Exercises
- 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
- Exercises
- 9.4 Turbulent Boundary Layer for Incompressible Flow Along a Smooth Flat Plate
- Exercises
- 9.5 Friction Drag for Incompressible Flow Along a Smooth Flat Plate With a Transition Regime
- Exercises
- 9.6 Boundary-Layer Separation and Pressure Drag
- 9.7 Drag on Three-Dimensional Bodies (Incompressible Flow)
- Exercises
- 9.8 Drag on Two-Dimensional Bodies (Incompressible Flow)
- Exercises
- 9.9 Lift And Circulation
- Exercises
- 9.10 Ideal Flow About a Cylinder
- Exercises
- 9.11 Lift of an Airfoil
- 9.12 Induced Drag on Airfoil of Finite Length
- Exercises
- 9.13 Lift And Drag Diagrams
- Exercises
- 9.14 Effects Of Compressibility on Drag and Lift
- Exercises
- 9.15 Concluding Remarks
- Problems
- 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
- Exercises
- 10.4 Velocity Distribution in Open Channels
- Exercises
- 10.5 ?Wide and Shallow? Flow
- Exercises
- 10.6 Most Efficient Cross Section
- Exercises
- 10.7 Circular Sections Not Flowing Full
- Exercises
- 10.8 Laminar Flow in Open Channels
- Exercises
- 10.9 Specific Energy and Alternate Depths of Flow in Rectangular Channels
- Exercises
- 10.10 Subcritical and Supercritical Flow
- Exercises
- 10.11 Critical Depth in Nonrectangular Channels
- Exercises
- 10.12 Occurrence of Critical Depth
- 10.13 Humps and Contractions
- Exercises
- 10.14 Nonuniform, or Varied, Flow
- 10.15 Energy Equation for Gradually Varied Flow
- Exercises
- 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
- Exercises
- 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
- Exercises
- 10.19 Location of Hydraulic Jump
- 10.20 Velocity of Gravity Waves
- Exercises
- 10.21 Flow Around Channel Bends
- Exercises
- 10.22 Transitions
- Exercises
- 10.23 Hydraulics of Culverts
- 10.23.1 Submerged Entrance
- 10.23.2 Free Entrance
- Exercises
- 10.24 Further Topics in Open-Channel Flow
- Problems
- 11 Fluid Measurements
- 11.0 Chapter Preliminaries
- 11.1 Measurement of Fluid Properties
- Exercises
- 11.2 Measurement of Static Pressure
- 11.3 Measurement of Velocity with Pitot Tubes
- Exercises
- 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
- Exercises
- 11.7 Venturi Meter
- Exercises
- 11.8 Flow Nozzle
- Exercises
- 11.9 Orifice Meter
- Exercises
- 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
- Exercises
- 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
- Exercises
- 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
- Exercises
- 11.13 Overflow Spillway
- 11.14 Sluice Gate
- Exercises
- 11.15 Measurement of Liquid-Surface Elevation
- 11.16 Other Methods of Measuring Discharge
- Problems
- 12 Unsteady-Flow Problems
- 12.0 Chapter Preliminaries
- 12.1 Introduction
- 12.2 Discharge with Varying Head
- Exercises
- 12.3 Unsteady Flow of Incompressible Fluids in Pipes
- Exercises
- 12.4 Approach to Steady Flow
- Exercises
- 12.5 Velocity of Pressure Wave in Pipes
- Exercises
- 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
- Exercises
- 12.7 Surge Tanks
- Exercises
- Problems
- 13 Steady Flow of Compressible Fluids
- 13.0 Chapter Preliminaries
- 13.1 Thermodynamic Considerations
- Exercises
- 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
- Exercises
- 13.4 Adiabatic Flow (With or Without Friction)
- 13.5 Stagnation Properties
- Exercises
- 13.6 Isentropic Flow
- Exercises
- 13.7 Effect of Area Variation on One-Dimensional Compressible Flow
- Exercise
- 13.8 Compressible Flow Through a Converging Nozzle
- Exercises
- 13.9 Isentropic Flow Through a Converging-Diverging Nozzle
- Exercises
- 13.10 One-Dimensional Shock Wave
- Exercises
- 13.11 The Oblique Shock Wave
- Exercises
- 13.12 Isothermal Flow
- 13.13 Isothermal Flow in a Constant-Area Duct
- Exercises
- 13.14 Adiabatic Flow in a Constant-Area Duct
- 13.15 Comparison of Flow Types
- 13.16 Concluding Remarks
- Problems
- 14 Ideal Flow Mathematics
- 14.0 Chapter Preliminaries
- 14.1 Differential Equation of Continuity
- Exercises
- 14.2 Irrotational Flow
- Exercises
- 14.3 Circulation and Vorticity
- Exercises
- 14.4 The Stream Function
- Exercises
- 14.5 Basic Flow Fields
- Exercises
- 14.6 Velocity Potential
- Exercises
- 14.7 Orthogonality of Streamlines and Equipotential Lines
- Exercises
- 14.8 Flow Through Porous Media
- Exercises
- Problems
- 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
- Exercises
- 15.5 Performance Characteristics of Pumps at Constant Speed
- 15.6 Performance Characteristics at Different Speeds and Sizes
- Exercises
- 15.7 Operating Point of a Pump
- Exercises
- 15.8 Specific Speed of Pumps
- Exercises
- 15.9 Peripheral-Velocity Factor
- Exercises
- 15.10 Cavitation in Pumps
- Exercises
- 15.11 Viscosity Effect
- 15.12 Selection of Pumps
- Exercises
- 15.13 Pumps Operating in Series and in Parallel
- Exercises
- 15.14 Pump Installations
- Problems
- 16 Hydraulic Machinery?Turbines
- 16.0 Chapter Preliminaries
- 16.1 Hydraulic Turbines
- 16.2 Impulse Turbines
- 16.3 Action of the Impulse Turbine
- Exercises
- 16.4 Head on an Impulse Turbine and Efficiency
- Exercises
- 16.5 Nozzles for Impulse Turbines
- Exercises
- 16.6 Reaction Turbines
- 16.7 Action of the Reaction Turbine
- Exercises
- 16.8 Draft Tubes and Effective Head on Reaction Turbines
- Exercises
- 16.9 Efficiency of Turbines
- 16.10 Similarity Laws for Reaction Turbines
- Exercises
- 16.11 Peripheral-Velocity Factor and Specific Speed of Turbines
- Exercises
- 16.12 Cavitation in Turbines
- Exercises
- 16.13 Selection of Turbines
- Exercises
- 16.14 Pump Turbine
- 16.15 Turbine Installations
- 16.15.1 Impulse Turbines
- 16.15.2 Francis Turbines
- 16.15.3 Propeller Turbines
- Problems
- 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.