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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

MARC

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100 1 |a Finnemore, E. John,  |e author. 
245 1 0 |a Fluid Mechanics with Engineering Applications /  |c E. John Finnemore, Joseph B. Franzini. 
250 |a Tenth edition. 
264 1 |a New York, N.Y. :  |b McGraw Hill LLC,  |c [2002] 
264 4 |c ?2002 
300 |a 1 online resource :  |b illustrations. 
336 |a text  |2 rdacontent 
337 |a computer  |2 rdamedia 
338 |a online resource  |2 rdacarrier 
490 1 |a McGraw-Hill's AccessEngineeringLibrary 
504 |a Includes bibliographical references and index. 
505 0 |a 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. 
505 0 |a 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. 
520 |a 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. 
530 |a Also available in print and PDF edition. 
533 |a Electronic reproduction.  |b New York, N.Y. :  |c McGraw Hill,  |d 2002.  |n Mode of access: World Wide Web.  |n System requirements: Web browser.  |n Access may be restricted to users at subscribing institutions. 
538 |a Mode of access: Internet via World Wide Web. 
546 |a In English. 
588 |a Description based on e-Publication PDF. 
650 0 |a Fluid mechanics. 
650 0 |a Fluid dynamics  |v Textbooks. 
655 0 |a Electronic books. 
700 1 |a Franzini, Joseph B.,  |e author. 
776 0 8 |i Print version:  |t Fluid Mechanics with Engineering Applications, Tenth Edition.  |b Tenth edition.  |d New York, N.Y. : McGraw-Hill Education, 2002  |z 9780072432022  |w (OCoLC)47837963 
830 0 |a McGraw-Hill's AccessEngineeringLibrary. 
856 4 0 |u https://accessengineeringlibrary.uam.elogim.com/content/book/9780072432022  |z Texto completo