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ویرایش:
نویسندگان: Manush Kumar
سری:
ISBN (شابک) : 9789353433697
ناشر: Pearson Education
سال نشر: 2019
تعداد صفحات: [993]
زبان: English
فرمت فایل : PDF (درصورت درخواست کاربر به PDF، EPUB یا AZW3 تبدیل می شود)
حجم فایل: 42 Mb
در صورت تبدیل فایل کتاب Fluid Mechanics and Hydraulic Machines به فرمت های PDF، EPUB، AZW3، MOBI و یا DJVU می توانید به پشتیبان اطلاع دهید تا فایل مورد نظر را تبدیل نمایند.
توجه داشته باشید کتاب مکانیک سیالات و ماشین های هیدرولیک نسخه زبان اصلی می باشد و کتاب ترجمه شده به فارسی نمی باشد. وبسایت اینترنشنال لایبرری ارائه دهنده کتاب های زبان اصلی می باشد و هیچ گونه کتاب ترجمه شده یا نوشته شده به فارسی را ارائه نمی دهد.
Cover About Pearson Title Copyright Dedication Brief Contents Contents Preface About the Author 1 Basic Concepts and Properties of Fluids 1.1 Introduction 1.2 Fluid Mechanics and Its Applications 1.2.1 Application Areas of Fluid Mechanics 1.3 Units and Dimensions 1.4 Pressure in Fluids 1.5 Fluid Continuum 1.6 Fluid Properties 1.7 Mass Density or Density 1.8 Specific Weight or Weight Density 1.9 Specific Volume 1.10 Specific Gravity or Relative Density 1.11 Viscosity or Dynamic Viscosity 1.11.1 Newton’s Law of Viscosity 1.11.2 Units of Viscosity 1.11.3 Variation of Viscosity with Temperature 1.12 Kinematic Viscosity 1.13 Types of Fluids 1.14 Thermodynamic Properties 1.14.1 Perfect Gas Law 1.14.2 Universal Gas Constant 1.14.3 Isothermal Process (Constant Temperature Process) 1.14.4 Isobaric Process (Constant Pressure Process) 1.14.5 Reversible Adiabatic Process (Isentropic Process) 1.15 Surface Tension 1.15.1 Pressure Inside a Liquid Droplet 1.15.2 Pressure Inside a Soap Bubble 1.15.3 Pressure Inside a Liquid Jet 1.16 Capillarity (Capillary Effect) 1.16.1 Expression for the Capillary Rise or Fall 1.17 Compressibility and the Bulk Modulus 1.17.1 Bulk Modulus for an Isothermal Process 1.17.2 Bulk Modulus for Reversible Adiabatic Process (or Isentropic Process) 1.18 Vapour Pressure 1.19 Cavitation Summary • Multiple-choice Questions • Review Questions • Problems 2 Fluid Pressure and Its Measurement 2.1 Introduction 2.2 Fluid Pressure 2.3 Pascal’s Law 2.4 Hydrostatic Law (Pressure Variation in a Static Fluid) 2.5 Atmospheric, Absolute, Gauge and Vacuum Pressures 2.6 Measurement of Pressure 2.6.1 Manometers 2.6.2 Mechanical Gauges 2.7 Simple Manometers (Open Type Manometers) 2.7.1 Piezometer 2.7.2 U-tube Manometer (Double Column Manometer) 2.7.3 Single Column Manometer 2.7.4 Double U-tube Manometer (Compound Manometer) 2.8 Differential Manometers 2.8.1 U-tube Differential Manometer (or Upright U-tube Differential Manometer) 2.8.2 Inverted U-tube Manometer 2.9 Advantages and Limitations of Manometers 2.10 Micromanometers 2.11 Mechanical Gauges 2.11.1 Bourdon Tube Pressure Gauge 2.11.2 Diaphragm Pressure Gauge 2.11.3 Bellows Pressure Gauge 2.11.4 Dead Weight Pressure Gauge 2.12 Pressure Variation in Compressible Fluid (Aerostatics) 2.12.1 Isothermal Process 2.12.2 Adiabatic Process Summary • Multiple-choice Questions • Review Questions • Problems 3 Hydrostatic Forces on Submerged Surfaces 3.1 Introduction 3.2 Total Pressure, Centre of Pressure and Centre of Gravity 3.2.1 Total Pressure 3.2.2 Centre of Pressure 3.2.3 Centre of Gravity 3.3 Moments of Area and Geometrical Properties 3.3.1 First Moment of Area 3.3.2 Second Moment of Area (or Area Moment of Inertia) 3.4 Horizontal Submerged Plane Surface 3.4.1 Total Pressure on a Horizontal Submerged Plane Surface 3.5 Vertically Submerged Plane Surface 3.5.1 Total Pressure on a Vertical Submerged Plane Surface 3.5.2 Centre of Pressure on a Vertical Submerged Plane Surface 3.6 Inclined Submerged Plane Surface 3.6.1 Total Pressure on an Inclined Plane Submerged Surface 3.6.2 Centre of Pressure on an Inclined Plane Submerged Surface 3.7 Curved Submerged Plane Surface 3.8 Analysis of Forces on Dams 3.9 Lock Gates Summary • Multiple-choice Questions • Review Questions • Problems 4 Liquids in Relative Equilibrium 4.1 Introduction 4.2 Liquid Containers Subjected to Constant Horizontal Acceleration 4.3 Liquid Containers Subjected to Constant Vertical Acceleration 4.4 Liquid Containers Subjected to Constant Acceleration Along Inclined Plane 4.5 Liquid Containers Subjected to Constant Rotation Summary • Multiple-choice Questions • Review Questions • Problems 5 Buoyancy and Floatation 5.1 Introduction 5.2 Buoyancy, Buoyant Force and Centre of Buoyancy 5.2.1 Buoyancy 5.2.2 Buoyant Force 5.2.3 Centre of Buoyancy 5.3 Archimedes’ Principle 5.3.1 Proof 5.4 Metacentre 5.5 Metacentric Height and Methods of Its Determination 5.5.1 Analytical Method 5.5.2 Experimental Method 5.6 Stability of Submerged and Floating Bodies 5.6.1 Stability of a Submerged Body 5.6.2 Stability of a Floating Body 5.7 Oscillation of a Floating Body Summary • Multiple-choice Questions • Review Questions • Problems 6 Fluid Kinematics 6.1 Introduction 6.2 Velocity of Fluid Particles 6.3 Types of Fluid Flow 6.3.1 Steady and Unsteady Flows 6.3.2 Uniform and Non-uniform Flows 6.3.3 Laminar and Turbulent Flows 6.3.4 Compressible and Incompressible Flows 6.3.5 One-dimensional, Two-dimensional and Three-dimensional Flows 6.3.6 Rotational and Irrotational Flows 6.4 Description of Fluid Flow Pattern (Flow Visualization) 6.5 Acceleration of a Fluid Particle 6.5.1 Lagrangian Method 6.5.2 Eulerian Method 6.6 Tangential and Normal Accelerations 6.7 Rate of Flow (Discharge) 6.8 Continuity Equation 6.9 Continuity Equation in Differential Form (3-Dimensions) 6.10 Continuity Equation in Cylindrical Polar Coordinates 6.11 Types of Motions of a Fluid Element 6.11.1 Linear Translation 6.11.2 Linear Deformation 6.11.3 Angular Deformation 6.11.4 Rotation 6.11.5 Vorticity 6.11.6 Circulation 6.12 Velocity Potential and Stream Functions 6.12.1 Velocity Potential Function 6.12.2 Stream Function 6.12.3 Cauchy–Riemann Equations (Relation between Stream Function and Velocity Potential Function) 6.12.4 Orthogonality of Streamlines and Equipotential Lines 6.12.5 Flow Net Summary • Multiple-choice Questions • Review Questions • Problems 7 Fluid Dynamics 7.1 Introduction 7.2 Energy and Forces Acting on a Flowing Fluid 7.2.1 Energy of a Flowing Fluid 7.2.2 Forces Acting on a Flowing Fluid 7.3 Equations of Motion 7.4 Euler’s Equation of Motion 7.5 Bernoulli’s Equation 7.6 Bernoulli’s Equation for Real Fluids 7.7 Bernoulli’s Equation from Energy Equation 7.8 Practical Applications of Bernoulli’s Equation 7.8.1 Venturimeter 7.8.2 Orificemeter 7.8.3 Pitot Tube 7.9 Kinetic Energy and Momentum Correction Factors 7.9.1 Kinetic Energy Correction Factor 7.9.2 Momentum Correction Factor 7.10 Free Liquid Jet 7.11 Impulse-momentum Equation 7.11.1 Impulse-Momentum Equation for Steady Flow and Force on a Pipe Bend 7.12 Moment of Momentum Equation (Angular Momentum Principle) Summary • Multiple-choice Questions • Review Questions • Problems 8 Vortex Flow 8.1 Introduction 8.2 Types of Vortex Flow 8.2.1 Forced Vortex Flow 8.2.2 Free Vortex Flow 8.2.3 Other Types of Vortex Flow 8.3 Equation of Motion for a Vortex Flow 8.4 Equation of Forced Vortex Flow 8.5 Rotation of Liquid in a Closed Cylindrical Vessel 8.6 Closed Cylindrical Rotating Vessel Completely Filled with a Liquid 8.7 Equation of Free Vortex Flow Summary • Multiple-choice Questions • Review Questions • Problems 9 Potential Flow (Ideal Fluid Flow) 9.1 Introduction 9.2 Uniform Flow 9.3 Source Flow 9.4 Sink Flow 9.5 Free Vortex Flow 9.6 Superimposed Flow 9.6.1 Source and Uniform Flow (Flow Past a Half Body) 9.6.2 Source and Sink Pair 9.6.3 Doublet (or Dipole) 9.6.4 A Doublet in a Uniform Flow (Flow Past a Circular Cylinder) 9.6.5 Source, Sink and Uniform Flow (Flow Past a Rankine Oval Body) 9.6.6 Doublet, Free Vortex and Uniform Flow (Flow Past a Cylinder with Circulation) Summary • Multiple-choice Questions • Review Questions • Problems 10 Flow Through Orifices and Mouthpieces 10.1 Introduction 10.2 Classification of Orifices 10.3 Flow Through an Orifice 10.4 Hydraulic Coefficients (Coefficients for an Orifice) 10.5 Experimental Determination of Hydraulic Coefficients 10.5.1 Determination of Coefficient of Velocity (Cv ) 10.5.2 Determination of Coefficient of Discharge (Cd ) 10.5.3 Determination of Coefficient of Contraction (Cc ) 10.6 Discharge Through a Large Rectangular Orifice 10.7 Discharge Through Submerged Orifices 10.7.1 Fully Submerged Orifice (or Totally Drowned Orifice) 10.7.2 Partially Submerged Orifice 10.8 Time of Emptying a Tank Through an Orifice 10.8.1 Time of Emptying Vertical Tank of Uniform Cross Section 10.8.2 Time of Emptying Hemispherical Tank 10.8.3 Time of Emptying a Circular Horizontal Tank 10.9 Classification of Mouthpieces 10.10 Flow Through an External Mouthpiece 10.11 Flow Through a Convergent-divergent Mouthpiece 10.12 Flow Through an Internal Mouthpiece (Reentrant or Borda’s Mouthpiece) 10.12.1 Borda’s Mouthpiece Running Free 10.12.2 Borda’s Mouthpiece Running Full Summary • Multiple-choice Questions • Review Questions • Problems 11 Flow Over Notches and Weirs 11.1 Introduction 11.2 Comparison Between a Notch and a Weir 11.3 Classifications of Notches and Weirs 11.3.1 Classification of Notches 11.3.2 Classification of Weirs 11.4 Discharge Over a Rectangular Notch or Weir 11.4.1 Effect on Discharge Due to Error in Measurement of Head 11.4.2 Velocity of Approach 11.5 Empirical Formulae for Discharge Over Rectangular Weirs 11.5.1 Francis’s Formula 11.5.2 Bazin’s Formula 11.5.3 Rehbock’s Formula 11.6 Discharge Over a Triangular Notch or Weir 11.6.1 Effect on Discharge Due to Error in Measurement of Head 11.6.2 Advantages of a Triangular Notch (or Weir) Over a Rectangular Notch (or Weir) 11.7 Discharge Over a Trapezoidal Notch or Weir 11.8 Cipolletti Weir or Notch 11.9 Discharge Over a Stepped Notch 11.10 Discharge Over a Broad-crested Weir 11.11 Discharge Over a Narrow-crested Weir 11.12 Discharge Over an Ogee Weir 11.13 Discharge Over a Submerged or Drowned Weir 11.14 Ventilation of Suppressed Weir 11.15 Time of Emptying a Reservoir with Rectangular Weir or Notch 11.16 Time of Emptying a Reservoir with Triangular Weir or Notch Summary • Multiple-choice Questions • Review Questions • Problems 12 Laminar Flow (Viscous Flow) 12.1 Introduction 12.2 Reynolds Experiments 12.3 Navier-Stokes Equations of Motion 12.4 Relation Between Shear Stress and Pressure Gradient 12.5 Laminar Flow in Circular Pipes (Hagen-Poiseuille Theory) 12.6 Laminar Flow Through Annulus 12.7 Laminar Flow Between Two Parallel Plates When Both Plates are at Rest 12.8 Laminar Flow Between Two Parallel Plates When One Plate Moves and Other at Rest (Couette Flow) 12.9 Power Absorbed in Bearings 12.9.1 Journal Bearing 12.9.2 Foot Step Bearing 12.9.3 Collar Bearing 12.10 Movement of Piston in Dashpot 12.11 Measurement of Viscosity (Viscometers) 12.11.1 Capillary Tube Viscometer 12.11.2 Rotating Cylinder Viscometer 12.11.3 Falling Sphere Viscometer 12.11.4 Efflux Viscometer Summary • Multiple-choice Questions • Review Questions • Problems 13 Turbulent Flow in Pipes 13.1 Introduction 13.2 Loss of Head in Pipes (Darcy-Weisbach Equation) 13.3 Characteristics of Turbulent Flow (Turbulence) 13.3.1 Classification of Turbulence 13.3.2 Mean and Fluctuating Velocities 13.3.3 Degree and Intensity of Turbulence 13.3.4 Scale of Turbulence 13.3.5 Kinetic Energy of Turbulence 13.3.6 Reynolds Equations of Turbulence 13.4 Shear Stresses in Turbulent Flow 13.4.1 Boussinesq’s Theory 13.4.2 Reynolds Theory 13.4.3 Prandtl’s Mixing Length Theory 13.4.4 Von Karman Similarity Concept 13.5 Universal Velocity Distribution Equation 13.6 Hydrodynamically Smooth and Rough Boundaries 13.7 Velocity Distribution for Turbulent Flow in Smooth Pipes 13.8 Velocity Distribution for Turbulent Flow in Rough Pipes 13.9 Velocity Distribution in Terms of Average Velocity 13.10 Power Law for Velocity Distribution in Smooth Pipes 13.11 Resistance to Flow of Fluid in Smooth and Rough Pipes Summary • Multiple-choice Questions • Review Questions • Problems 14 Flow Through Pipes 14.1 Introduction 14.2 Energy Loss (Head Loss) in Pipes 14.2.1 Major Losses 14.2.2 Minor Losses 14.3 Formulae for Major Energy Loss in Pipes 14.3.1 Darcy-Weisbach Formula 14.3.2 Chezy’s Formula 14.3.3 Manning’s Formula 14.3.4 Hazen William’s Formula 14.4 Minor Energy Losses in Pipes 14.4.1 Loss of Head Due to Sudden Enlargement 14.4.2 Loss of Head Due to Sudden Contraction 14.4.3 Loss of Head at the Inlet (Entrance) of a Pipe 14.4.4 Loss of Head at the Outlet (Exit) of a Pipe 14.4.5 Loss of Head Due to Obstruction in a Pipe 14.4.6 Loss of Head Due to Bend in a Pipe 14.4.7 Loss of Head in Various Pipe Fittings 14.5 Hydraulic Gradient Line and Total Energy Line 14.6 Pipes in Series (Compound Pipes) 14.7 Equivalent Pipe 14.8 Pipes in Parallel 14.9 Branched Pipe System 14.10 Siphon 14.11 Power Transmission Through Pipes 14.12 Flow Through Nozzles 14.12.1 Discharge through Nozzle 14.12.2 Efficiency of Power Transmission through Nozzle 14.12.3 Condition for Maximum Power through Nozzle 14.12.4 Diameter of Nozzle for Maximum Power Transmission through Nozzle 14.13 Water Hammer 14.13.1 Gradual Closure of Valve 14.13.2 Sudden Closure of Valve in a Rigid Pipe 14.13.3 Sudden Closure of Valve in an Elastic Pipe 14.13.4 Time Taken by Pressure Wave to Travel from Valve to the Tank and from Tank to Valve Summary • Multiple-choice Questions • Review Questions • Problems 15 Boundary Layer Theory 15.1 Introduction 15.2 Description of Boundary Layer 15.2.1 Laminar Boundary Layer 15.2.2 Transition Region 15.2.3 Turbulent Boundary Layer 15.2.4 Laminar Sublayer 15.3 Boundary Layer Parameters 15.3.1 Boundary Layer Thickness 15.3.2 Displacement Thickness (δd) 15.3.3 Momentum Thickness (δm) 15.3.4 Energy Thickness (δe) 15.4 Drag Force on a Flat Plate (Von Karman Momentum Integral Equation) 15.5 Prandtl’s Boundary Layer Equations 15.6 Blasius Solution for Laminar Boundary Layer Flows 15.7 Velocity Profiles for Laminar Boundary Layer 15.8 Turbulent Boundary Layer 15.9 Total Drag Due to Laminar and Turbulent Layers 15.10 Boundary Layer Separation, Its Effects, and Control 15.10.1 Effects of Boundary Layer Separation 15.10.2 Methods of Controlling Separation Summary • Multiple-choice Questions • Review Questions • Problems 16 Drag and Lift on Submerged Bodies 16.1 Introduction 16.2 Drag and Lift 16.2.1 Types of Drag 16.2.2 Expression for Drag and Lift 16.2.3 Dimensional Analysis of Drag and Lift 16.3 Streamlined and Bluff Bodies 16.3.1 Streamlined Body 16.3.2 Bluff Body 16.4 Drag on a Sphere (Stokes’ Law) 16.5 Terminal Velocity of a Body 16.6 Drag on a Cylinder 16.7 Circulation and Lift on a Cylinder 16.8 Expression for Lift on a Rotating Cylinder 16.8.1 Expression for Lift Coefficient for a Rotating Cylinder 16.9 Basic Terminology for an Airfoil 16.10 Circulation and Lift on an Airfoil Summary • Multiple-choice Questions • Review Questions • Problems 17 Compressible Fluid Flow 17.1 Introduction 17.2 Continuity Equation 17.3 Bernoulli’s Equation (Energy Equation) 17.3.1 Bernoulli’s Equation for Isothermal Process 17.3.2 Bernoulli’s Equation for Adiabatic Process 17.4 Velocity of Sound in a Fluid Medium 17.4.1 Velocity of Sound in Terms of Bulk Modulus 17.4.2 Velocity of Sound for Isothermal Process 17.4.3 Velocity of Sound for Adiabatic Process 17.5 Mach Number 17.6 Propagation of Pressure Wave in a Compressible Fluid 17.7 Stagnation Properties 17.7.1 Stagnation Pressure 17.7.2 Stagnation Density 17.7.3 Stagnation Temperature 17.8 Area and Velocity Relationship for Compressible Flow 17.9 Compressible Fluid Flow Through a Convergent Nozzle 17.10 Compressible Fluid Flow Through a Venturimeter 17.11 Shock Waves 17.11.1 Normal Shock Wave 17.11.2 Oblique Shock Wave Summary • Multiple-choice Questions • Review Questions • Problems 18 Flow in Open Channels 18.1 Introduction 18.2 Geometrical Parameters for Open Channels 18.3 Types of Flow in Open Channels 18.4 Discharge Through Open Channels (Chezy’s Formula) 18.5 Most Economical Section of Channels 18.5.1 Most Economical Rectangular Channel Section 18.5.2 Most Economical Trapezoidal Channel Section 18.5.3 Most Economical Circular Channel Section 18.6 Non-uniform Flow Through Open Channels 18.6.1 Specific Energy Curve 18.6.2 Critical Depth 18.6.3 Critical Velocity 18.6.4 Sub-Critical Flow 18.6.5 Super-Critical Flow 18.6.6 Minimum Specific Energy in Terms of Critical Depth 18.6.7 Condition for Maximum Discharge for a Given Value of Specific Energy 18.7 Hydraulic Jump 18.7.1 Depth of Hydraulic Jump 18.7.2 Length of Hydraulic Jump 18.7.3 Loss of Energy Due to Hydraulic Jump Summary • Multiple-choice Questions • Review Questions • Problems 19 Dimensional Analysis and Model Similitude 19.1 Introduction 19.2 Dimensions and Units of Physical Quantities 19.3 Dimensional Homogeneity 19.4 Methods of Dimensional Analysis 19.4.1 Rayleigh Method 19.4.2 Buckingham p Method 19.4.3 Advantages and Limitations of Dimensional Analysis 19.5 Model Studies 19.6 Similitude-types of Similarities 19.6.1 Geometric Similarity 19.6.2 Kinematic Similarity 19.6.3 Dynamic Similarity 19.7 Dimensionless Numbers and their Significance 19.7.1 Reynolds Number 19.7.2 Froude Number 19.7.3 Euler Number 19.7.4 Weber Number 19.7.5 Mach Number 19.8 Similarity Laws or Model Laws 19.8.1 Reynolds Model Law 19.8.2 Froude Model Law 19.8.3 Euler Model Law 19.8.4 Weber Model Law 19.8.5 Mach Model Law 19.9 Types of Models 19.10 Scale Effects in Models Summary • Multiple-choice Questions • Review Questions • Problems 20 Impact of Free Jets and Basics of Fluid Machines 20.1 Introduction 20.2 Impulse-momentum Principle 20.3 Force Exerted by a Jet on a Stationary Vertical Flat Plate 20.4 Force Exerted by a Jet on a Moving Vertical Flat Plate 20.5 Force Exerted by Jet on a Stationary Inclined Flat Plate 20.6 Force Exerted by a Jet on a Moving Inclined Flat Plate 20.7 Force Exerted by a Jet on a Series of Flat Plates 20.8 Force Exerted by a Jet on Stationary Curved Vane 20.8.1 Force Exerted on a Stationary Symmetrical Curved Vane When the Jet Strikes at the Centre of Vane 20.8.2 Force Exerted on a Stationary Curved Vane When the Jet Strikes the Symmetrical Curved Vane at One End Tangentially 20.8.3 Force Exerted on a Stationary Curved Vane When the Jet Strikes the Unsymmetrical Curved Vane at One End Tangentially 20.9 Force Exerted by Jet on Moving Curved Vane 20.9.1 Force Exerted on a Single Symmetrical Moving Curved Vane When the Jet Strikes at the Centre of Vane 20.9.2 Force on a Series of Symmetrical Moving Curved Vanes When the Jet Strikes at the Centre of Vanes 20.9.3 Force Exerted by a Jet on an Unsymmetrical Moving Curved Vane When the Jet Strikes Tangentially at One of the Tips 20.9.4 Force Exerted by a Jet on a Series of Radial Curved Vanes 20.10 Force Exerted by a Jet on a Hinged Plate 20.11 Jet Propulsion of Ships 20.11.1 Inlet Orifices at Right Angle to the Motion of the Ship 20.11.2 Inlet Orifices Face the Direction of Motion of the Ship 20.12 Fluid Machines 20.13 Hydraulic Machines and Its Main Parts Summary • Multiple-choice Questions • Review Questions • Problems 21 Pelton Turbine (Impulse Turbine) 21.1 Introduction 21.2 Classification of Hydraulic Turbines 21.3 Impulse Turbine Operation Principle 21.4 General Layout of a Hydroelectric Power Plant 21.5 Heads and Efficiencies of a Hydraulic Turbine 21.6 Waterwheel 21.7 Pelton Turbine (Pelton Wheel) 21.8 Governing of Hydraulic Turbines 21.9 Governing of Pelton Turbines 21.9.1 Working of the Governor 21.10 Velocity Triangles, Work Done and Efficiency of the Pelton Turbine 21.11 Design Aspects of the Pelton Turbine 21.11.1 Working Proportions of the Pelton Turbine Summary • Multiple-choice Questions • Review Questions • Problems 22 Francis Turbine (Radial Flow Reaction Turbines) 22.1 Introduction 22.2 Radial Flow Reaction Turbines 22.2.1 Inward Radial Flow Reaction Turbine 22.2.2 Outward Radial Flow Reaction Turbine 22.3 Comparisons Between Impulse and Reaction Turbines 22.4 Differences Between Inward and Outward Radial Flow Reaction Turbines 22.5 Francis Turbine 22.6 Velocity Triangles, Work Done and Efficiency of Radial Flow Reaction Turbines and Francis Turbine 22.6.1 Change of Kinetic Energy and Pressure Energy in the Runner of a Radial Flow Reaction Turbine 22.6.2 Degree of Reaction 22.7 Definitions and Working Proportions of a Francis Turbine and Radial Flow Reaction Turbines 22.8 Design of Francis Turbine Runner 22.8.1 Shape of Francis Turbine Runner Summary • Multiple-choice Questions • Review Questions • Problems 23 Propeller and Kaplan Turbines (Axial Flow Reaction Turbines) 23.1 Introduction 23.2 Propeller and Kaplan Turbines 23.2.1 Governing of Kaplan Turbine 23.3 Working Proportions of Kaplan and Propeller Turbines 23.4 Difference Between Francis and Kaplan Turbines 23.5 Draft Tube 23.5.1 Types of Draft Tubes 23.5.2 Draft Tube Theory 23.5.3 Efficiency of Draft Tube 23.6 Cavitation in Turbines 23.7 New Types of Turbines 23.7.1 Deriaz or Diagonal Turbine 23.7.2 Tubular Turbine 23.7.3 Bulb Turbine Summary • Multiple-choice Questions • Review Questions • Problems 24 Performances of Hydraulic Turbines 24.1 Introduction 24.2 Unit Quantities 24.2.1 Unit Speed 24.2.2 Unit Discharge 24.2.3 Unit Power 24.2.4 Use of Unit Quantities 24.3 Specific Speed 24.3.1 Significance of Specific Speed 24.4 Suction Specific Speed 24.5 Specific Speed in Terms of Known Coefficients 24.5.1 Specific Speed of Pelton Turbine 24.5.2 Specific Speed of Francis Turbine 24.5.3 Specific Speed of Kaplan and Propeller Turbines 24.6 Model Relationship and Testing of Turbines 24.6.1 Head Coefficient 24.6.2 Capacity or Flow Coefficient 24.6.3 Power Coefficient 24.6.4 Model Testing of Turbines 24.6.5 Scale Effect 24.7 Characteristic Curves 24.7.1 Main Characteristic Curves (or Constant Head Characteristic Curves) 24.7.2 Operating Characteristic Curves (or Constant Speed Characteristic Curves) 24.7.3 Muschel Curves (or Constant Efficiency Curves or Iso-efficiency Curves) 24.8 Selection of Turbines 24.9 Surge Tanks 24.9.1 Types of Surge Tanks Summary • Multiple-choice Questions • Review Questions • Problems 25 Centrifugal Pumps 25.1 Introduction 25.2 Brief Historical Development of Centrifugal Pumps 25.3 Classification of Pumps 25.3.1 Rotodynamic Pumps (or Dynamic Pressure Pumps or Rotary Pumps) 25.3.2 Positive Displacement Pumps 25.3.3 Classification of Centrifugal Pumps 25.4 Construction and Working of Centrifugal Pumps 25.4.1 Main Parts of a Centrifugal Pump 25.4.2 Working of a Centrifugal Pump 25.4.3 Priming Devices 25.5 Velocity Triangles and Work Done by Centrifugal Pump 25.6 Head of a Centrifugal Pump 25.7 Pressure Rise in the Impeller 25.8 Losses, Power and Efficiencies of Centrifugal Pumps 25.8.1 Losses in Centrifugal Pumps 25.8.2 Power of Centrifugal Pumps 25.8.3 Efficiencies of Centrifugal Pumps 25.9 Effect of Outlet Vane Angle on Manometric Efficiency 25.10 Effect of Number of Vanes of Impeller on Head and Efficiency 25.11 Slip Factor 25.12 Loss of Head Due to Reduced or Increased Flow 25.13 Minimum Starting Speed 25.14 Design Considerations 25.15 Multistage Pumps 25.16 Specific Speed of Centrifugal Pumps 25.17 Model Testing of Centrifugal Pumps 25.18 Performance Characteristics of Centrifugal Pumps 25.18.1 Main Characteristic Curves 25.18.2 Operating Characteristic Curves 25.18.3 Constant Efficiency Curves (Muschel Curves) 25.18.4 Constant Head and Constant Discharge Characteristics 25.19 Maximum Suction Lift (or Suction Height) 25.20 Net Positive Suction Head (NPSH) 25.21 Cavitation in Centrifugal Pumps 25.22 Troubles in Centrifugal Pumps and their Causes 25.23 Axial Flow Pump 25.24 Deep Well (Vertical Turbine Pump) and Submersible Pumps Summary • Multiple-choice Questions • Review Questions • Problems 26 Reciprocating Pumps 26.1 Introduction 26.2 Classification of Reciprocating Pumps 26.3 Main Parts and Working of a Reciprocating Pump 26.3.1 Main Parts of a Reciprocating Pump 26.3.2 Working of a Single Acting Reciprocating Pump 26.3.3 Discharge, Work Done and Power Required for Driving a Single Acting Reciprocating Pump 26.3.4 Working of a Double Acting Reciprocating Pump 26.3.5 Discharge, Work Done and Power Required for Driving a Double Acting Reciprocating Pump 26.4 Coefficient of Discharge and Slip of Reciprocating Pump 26.4.1 Coefficient of Discharge 26.4.2 Slip of the Reciprocating Pump 26.4.3 Negative Slip of the Reciprocating Pump 26.5 Comparisons of Reciprocating and Centrifugal Pumps 26.6 Effect of Acceleration of Piston on Velocity and Pressure in the Suction and Delivery Pipes 26.7 Effect of Variation of Velocity in the Suction and Delivery Pipes 26.8 Indicator Diagrams 26.8.1 Theoretical Indicator Diagram 26.8.2 Effect of Acceleration in Suction and Delivery Pipes on Indicator Diagram 26.8.3 Maximum Speed of a Reciprocating Pump 26.8.4 Effect of Friction in Suction and Delivery Pipes on Indicator Diagram 26.8.5 Effect of Acceleration and Friction in Suction and Delivery Pipes on Indicator Diagram 26.9 Air Vessels 26.10 Theoretical Analysis of Air Vessels 26.10.1 Water Flow Rate In and Out of Air Vessel 26.10.2 Pressure Heads in the Cylinder During Suction Stroke of a Reciprocating Pump with Air Vessel 26.10.3 Pressure Heads in the Cylinder During Delivery Stroke of a Reciprocating Pump with Air Vessel 26.10.4 Work Done by a Reciprocating Pump with Air Vessel and Its Effect on Indicator Diagram 26.10.5 Maximum Speed of a Reciprocating Pump with Air Vessel 26.10.6 Work Saved Against Friction by Fitting Air Vessel 26.11 Characteristic Curves of a Reciprocating Pump 26.12 Rotary Positive Displacement Pumps 26.12.1 Vane Pump 26.12.2 Lobe Pump 26.12.3 Axial Piston Pump 26.12.4 Gear Pump 26.12.5 Screw Pumps 26.12.6 Radial Piston Pump Summary • Multiple-choice Questions • Review Questions • Problems 27 Hydraulic Systems 27.1 Introduction 27.2 Hydraulic Press 27.2.1 Working Principle 27.2.2 Actual Hydraulic Press 27.2.3 Applications 27.3 Hydraulic Accumulator 27.3.1 Simple Hydraulic Accumulator 27.3.2 Capacity of Accumulator 27.3.3 Differential Hydraulic Accumulator 27.4 Hydraulic Intensifier 27.5 Hydraulic Ram 27.6 Hydraulic Lift 27.6.1 Direct Acting Hydraulic Lift 27.6.2 Suspended Hydraulic Lift 27.7 Hydraulic Crane 27.8 Hydraulic Coupling 27.9 Hydraulic Torque Converter 27.10 Air Lift Pump 27.11 Jet Pump 27.12 External Gear Pump Summary • Multiple-choice Questions • Review Questions • Problems Index