Crowe Cengel Corrguide

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    Correlation Guidefor Users of Crowe-Elger-Roberson:

    Engineering Fluid Mechanics, 7/e

    corresponding to

    McGraw-Hills

    Fluid Mechanics:Fundamentals and Applications

    byYunus A. engel and John M. Cimbala

    Note:McGraw-HillsFluid Mechanicsby Yunus A. engel and John M. Cimbalaprovides a highlyvisual and intuitive coverage of fluid mechanics using a conversational writing style. The discussions are

    supported by numerous real-world examples, photographs, and CFD-generated flow images. The DVDpackaged with the book includes several narrated, state-of-the-art videos including both

    experimental footage and CFD animations, closely tied to the text content. The book includes anextensive Glossary where key phrases of fluid mechanics are defined for easy reference.

    The following easy-to-read table shows what engel-Cimbala chapters and sections (rightcolumn) correspond to the Crowe et al. chapters and sections (left column).

    Crowe Chapters and Sections engel-Cimbala Chapters and

    Sections1 Introduction Chapter 11.1 Fluids 1-1

    1.2 Flow Classification 1-4

    1.3 Historical Note 1-3

    1.4 Significance of Fluid Mechanics 1-1

    1.5 Trends in Fluid Mechanics 1-3

    2 Fluid Properties Chapters 1 and 22.1 Basic Units 1-6

    2.2 System; Extensive and Intensive

    Properties

    1-5, 2-1

    2.3 Properties Involving the Mass orWeight of the Fluid

    1-6, 2-2

    2.4 Properties Involving the Flow of

    Heat

    2-4

    2.5 Viscosity 1-2, 2-6

    2.6 Elasticity 2-5

    2.7 Surface Tension 2-7

    2.8 Vapor Pressure 2-3

    3 Fluid Statics Chapter 3

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    3.1 Pressure 3-1

    3.2 Pressure Variation with Elevation 3-1, 3-3

    3.3 Pressure Measurements 3-1, 3-2

    3.4 Hydrostatic Forces on PlaneSurfaces

    3-5

    3.5 Hydrostatic Forces on CurvedSurfaces 3-6

    3.6 Buoyancy 3-7

    3.7 Stability of Immersed and FloatingBodies

    3-7

    4 Fluids in Motion Chapters 4, 5 and 94.1 Velocity and Flow Visualization 4-1, 4-2

    4.2 Rate of Flow 5-2

    4.3 Acceleration 4-1, 4-2

    4.4 Basic Control-Volume Approach 4-5

    4.5 Continuity Equation 4-2, 9-24.6 Rotation and Vorticity 4-4

    4.7 Separation, Vortices, and

    Turbulence

    4-4

    5 Pressure Variation in FlowingFluids

    Chapters 3, 5, and 10

    5.1 Basic Causes of Pressure Variationin a Flowing Fluid

    3-1, 3-8

    5.2 Examples of Pressure Variation

    Resulting from Acceleration

    3-8

    5.3 Bernoulli Equation 5-4

    5.4 Application of the Bernoulli

    Equation

    5-5

    5.5 Separation and Its Effect on

    Pressure Variation

    10-4, 10-5

    5.6 Cavitation 2-3, Application Spotlight near end of

    Chapter 2

    6 Momentum Principle Chapters 6 and 96.1 Momentum Equation: Derivation 6-1

    6.2 Interpretation of the MomentumEquation 6-1

    6.3 Typical Applications 6-2 through 6-4

    6.4 Additional Applications 6-2 through 6-4

    6.5 Moment-of-Momentum Equation 6-5, 6-6

    6.6 NavierStokes Equations 9-5

    7 Energy Principle Chapters 5 and 67.1 Derivation of the Energy Equation 5-6

    7.2 Simplified Forms of the Energy 5-7

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    Equation

    7.3 Application of the Energy,

    Momentum, and Continuity Equations

    in Combination

    6-4

    7.4 Concept of the Hydraulic and

    Energy Grade Lines

    5-4

    8 Dimensional Analysis and Similitude Chapter 78.1 The Need for Dimensional Analysis 7-1, 7-3

    8.2 Dimensions and Equations 7-1

    8.3 The BuckinghamTheorem 7-4

    8.4 Dimensional Analysis 7-48.5 Common Dimensionless Numbers 7-4

    8.6 Similitude 7-2

    8.7 Model Studies for Flows Without

    Free-Surface Effects

    7-2

    8.8 Significance of the PressureCoefficient 7-4

    8.9 Approximate Similitude at High

    Reynolds Numbers

    7-2, 7-5

    8.10 Free-Surface Model Studies 7-5

    9 Surface Resistance Chapters 8 through 119.1 Introduction 8-1

    9.2 Surface Resistance with Uniform

    Laminar Flow

    9-6, 10-6

    9.3 Qualitative Description of the

    Boundary Layer

    10-6, 8-3

    9.4 Quantitative Relations for theLaminar Boundary Layer

    11-5, 10-6

    9.5 Quantitative Relations for theTurbulent Boundary Layer

    8-5, 10-6

    9.6 Boundary-Layer Control 10-6

    10 Flow in Conduits Chapter 810.1 Shear-Stress Distribution Across a

    Pipe Section

    8-2, 8-4

    10.2 Laminar Flow in Pipes 8-2, 8-4

    10.3 Criterion for Laminar or TurbulentFlow in a Pipe

    8-2

    10.4 Turbulent Flow in Pipes 8-5

    10.5 Flow at Pipe Inlets and Losses

    from Fittings

    8-3, 8-6

    10.6 Pipe Systems 8-7

    10.7 Turbulent Flow in Noncircular

    Conduits

    8-5

    11 Drag and Lift Chapters 11 and 15

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    11.1 Basic Considerations 11-1

    11.2 Drag of Two-Dimensional Bodies 11-1, 11-2

    11.3 Vortex Shedding from Cylindrical

    Bodies

    15-2, 15-3

    11.4 Effect of Streamlining 11-3

    11.5 Drag of Axisymmetric and Three-Dimensional Bodies 11-4

    11.6 Terminal Velocity 11-4

    11.7 Effect of Compressibility on Drag 15-5

    11.8 Lift 11-2, 11-7

    12 Compressible Flow Chapter 1212.1 Wave Propagation in

    Compressible Fluids

    12-2

    12.2 Mach-Number Relationships 12-2, 12-3

    12.3 Normal Shock Waves 12-5

    12.4 Isentropic Compressible FlowThrough a Duct with Varying Area 12-4

    12.5 Compressible Flow in a Pipe with

    Friction

    12-7

    13 Flow Measurements Chapters 1, 3, 8, 12, and 1313.1 Instruments for the Measurement

    of Velocity and Pressure

    3-2, 8-8

    13.2 Instruments and Procedures forMeasurement of Flow Rate

    8-8, 13-9

    13.3 Measurement in Compressible

    Flow

    12-4

    13.4 Accuracy of Measurements 1-10

    14 Turbomachinery Chapter 1414.1 Propeller Theory 14-1, 14-2

    14.2 Axial-Flow Pumps 14-2

    14.3 Radial-Flow Machines 14-2

    14.4 Specific Speed 14-3

    14.5 Suction Limitations of Pumps 14-2

    14.6 Turbines 14-4

    14.7 Viscous Effects 14-2, 14-4

    15 Varied Flow in Open Channels Chapter 1315.1 Energy Relations in OpenChannels

    13-3, 13-4

    15.2 The Hydraulic Jump 13-6, 13-8

    15.3 Surge or Tidal Bore 13-2

    15.4 Gradually Varied Flow in Open

    Channels

    13-7