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Fluid Mechanics with Civil Engineering Applications, Eleventh Edition /
This eleventh edition of the classic textbook, Fluid Mechanics with Civil Engineering Applications, continues and improves on its tradition of explaining the physical phenomena of fluid mechanics and applying its basic principles in the simplest and clearest possible manner without the use of compli...
| Clasificación: | Libro Electrónico |
|---|---|
| Autores principales: | , |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
New York, N.Y. :
McGraw Hill LLC,
[2024]
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| Edición: | Eleventh edition. |
| Colección: | McGraw-Hill's AccessEngineeringLibrary.
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| 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 Civil Engineering Applications, Eleventh Edition / |c E. John Finnemore, Ed Maurer. |
| 250 | |a Eleventh edition. | ||
| 264 | 1 | |a New York, N.Y. : |b McGraw Hill LLC, |c [2024] | |
| 264 | 4 | |c ?2024 | |
| 300 | |a 1 online resource (600 pages) : |b 250 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 Cover -- Title Page -- Copyright Page -- About the Authors -- Dedication -- Contents at a Glance -- Contents -- Preface -- Acknowledgments -- List of Symbols -- List of Abbreviations -- 1 Introduction -- 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 Study Fluid Mechanics -- 1.4 Approach to Problem Solving -- 1.5 Dimensions and Units -- 2 Properties of Fluids -- 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 -- 3 Fluid Statics -- 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 -- 4.1 Types of Flow -- 4.2 Laminar and Turbulent Flow -- 4.3 Steady Flow and Uniform Flow -- 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 -- 5.1 Energies of a Flowing Fluid -- 5.2 Equation for Steady Motion of an Ideal Fluid Along a Streamline, and Bernoulli?s Theorem -- 5.3 Equation for Steady Motion of a Real Fluid Along a Streamline -- 5.4 Pressure in Fluid Flow -- 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 -- 6.1 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 -- 7 Steady Incompressible Flow in Pressure Conduits -- 7.1 Laminar and Turbulent Flow -- 7.2 Dimensional Analysis and the Reynolds Number -- 7.3 Critical Reynolds Number -- 7.4 Hydraulic Radius, Hydraulic Diameter -- 7.5 Friction Head Loss in Conduits of Constant Cross Section -- 7.6 Friction in Circular Conduits -- 7.7 Friction in Noncircular Conduits -- 7.8 Laminar Flow in Circular Pipes -- 7.9 Entrance Conditions in Laminar Flow -- 7.10 Turbulent Flow -- 7.11 Viscous Sublayer in Turbulent Flow -- 7.12 Velocity Profile in Turbulent Flow -- 7.13 Pipe Roughness -- 7.14 Chart for Friction Factor (Moody Diagram) -- 7.15 Single-Pipe Flow: Solution Basics -- 7.16 Single-Pipe Flow: Solution of Type 1 Problems (Head Loss Unknown) -- 7.17 Single-Pipe Flow: Solution of Type 2 Problems (Q or V Unknown) -- 7.18 Single-Pipe Flow: Solution of Type 3 Problems (D Unknown) -- 7.19 Empirical Equations for Single-Pipe Flow -- 7.20 Nonrigorous Head-Loss Equations -- 7.21 Minor Losses in Turbulent Flow -- 7.22 Loss of Head at Entrance -- 7.23 Loss of Head at Submerged Discharge -- 7.24 Loss Due to Contraction -- 7.25 Loss Due to Expansion -- 7.26 Loss in Pipe Fittings -- 7.27 Loss in Bends and Elbows -- 7.28 Single-Pipe Flow with Minor Losses -- 7.29 Pipeline with Pump or Turbine -- 7.30 Branching Pipes -- 7.31 Pipes in Series -- 7.32 Pipes in Parallel -- 7.33 Pipe Networks -- 7.34 Further Topics in Pipe Flow -- 8 Steady Flow in Open Channels -- 8.1 Open Channels -- 8.2 Uniform Flow -- 8.3 Solution of Uniform Flow Problems -- 8.4 Velocity Distribution in Open Channels -- 8.5 "Wide and Shallow" Flow -- 8.6 Most Efficient Cross Section -- 8.7 Circular Sections Not Flowing Full -- 8.8 Laminar Flow in Open Channels -- 8.9 Specific Energy and Alternate Depths of Flow in Rectangular Channels -- 8.10 Subcritical and Supercritical Flow -- 8.11 Critical Depth in Nonrectangular Channels -- 8.12 Occurrence of Critical Depth -- 8.13 Humps and Contractions -- 8.14 Nonuniform, or Varied, Flow -- 8.15 Energy Equation for Gradually Varied Flow -- 8.16 Water-Surface Profiles in Gradually Varied Flow (Rectangular Channels) -- 8.17 Examples of Water-Surface Profiles -- 8.18 The Hydraulic Jump -- 8.19 Location of Hydraulic Jump -- 8.20 Velocity of Gravity Waves -- 8.21 Flow Around Channel Bends -- 8.22 Transitions -- 8.23 Hydraulics of Culverts -- 8.24 Further Topics in Open-Channel Flow -- 9 Fluid Measurements -- 9.1 Measurement of Fluid Properties -- 9.2 Measurement of Static Pressure -- 9.3 Measurement of Velocity with Pitot Tubes -- 9.4 Measurement of Velocity by Other Methods -- 9.5 Measurement of Discharge -- 9.6 Orifices, Nozzles, and Tubes -- 9.7 Venturi Meter -- 9.8 Flow Nozzle -- 9.9 Orifice Meter -- 9.10 Flow Measurement of Compressible Fluids -- 9.11 Thin-Plate Weirs -- 9.12 Streamlined Weirs and Free Overfall -- 9.13 Overflow Spillway -- 9.14 Sluice Gate -- 9.15 Measurement of Liquid-Surface Elevation -- 9.16 Other Methods of Measuring Discharge -- 10 Unsteady-Flow Problems -- 10.1 Introduction -- 10.2 Discharge with Varying Head -- 10.3 Unsteady Flow of Incompressible Fluids in Pipes -- 10.4 Approach to Steady Flow -- 10.5 Velocity of Pressure Wave in Pipes -- 10.6 Water Hammer -- 10.7 Surge Tanks -- 11 Hydraulic Machinery?Pumps and Turbines -- 11.1 Description of Centrifugal and Axial-Flow Pumps -- 11.2 Head Developed by a Pump -- 11.3 Pump Efficiency -- 11.4 Similarity Laws for Pumps -- 11.5 Performance Characteristics of Pumps at Constant Speed -- 11.6 Performance Characteristics at Different Speeds and Sizes -- 11.7 Operating Point of a Pump -- 11.8 Specific Speed of Pumps -- 11.9 Peripheral-Velocity Factor -- 11.10 Cavitation in Pumps -- 11.11 Viscosity Effect -- 11.12 Selection of Pumps -- 11.13 Pumps Operating in Series and in Parallel -- 11.14 Turbines -- Appendices -- A Fluid and Geometric Properties, and Pipe Diameters -- B Equations in Fluid Mechanics -- C References -- D Common Conversions and Constants -- Index. | |
| 520 | 0 | |a This eleventh edition of the classic textbook, Fluid Mechanics with Civil Engineering Applications, continues and improves on its tradition of explaining the physical phenomena of fluid mechanics and applying its basic principles in the simplest and clearest possible manner without the use of complicated mathematics. It focuses on civil, environmental, and agricultural engineering problems, although mechanical engineering topics are also strongly represented. The book is written as a text for a first course in fluid mechanics for civil and related engineering students, with sufficient breadth of coverage that it can serve in a number of ways for a second course if desired. | |
| 530 | |a Also available in print and PDF edition. | ||
| 533 | |a Electronic reproduction. |b New York, N.Y. : |c McGraw Hill, |d 2024. |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 Hydraulics. | |
| 655 | 0 | |a Electronic books. | |
| 700 | 1 | |a Maurer, Ed, |e author. | |
| 776 | 0 | 8 | |i Print version: |t Fluid Mechanics with Civil Engineering Applications, Eleventh Edition. |b Eleventh edition. |d New York, N.Y. : McGraw-Hill Education, 2024 |z 9781264787296 |
| 830 | 0 | |a McGraw-Hill's AccessEngineeringLibrary. | |
| 856 | 4 | 0 | |u https://accessengineeringlibrary.uam.elogim.com/content/book/9781264787296 |z Texto completo |