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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...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autores principales: Finnemore, E. John (Autor), Franzini, Joseph B. (Autor)
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.