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One-Dimensional Two-Phase Flow [Pehme köide]

  • Formaat: Paperback / softback, 432 pages, kõrgus x laius x paksus: 225x150x25 mm, kaal: 578 g
  • Ilmumisaeg: 31-Dec-2020
  • Kirjastus: Dover Publications Inc.
  • ISBN-10: 0486842827
  • ISBN-13: 9780486842820
Teised raamatud teemal:
  • Formaat: Paperback / softback, 432 pages, kõrgus x laius x paksus: 225x150x25 mm, kaal: 578 g
  • Ilmumisaeg: 31-Dec-2020
  • Kirjastus: Dover Publications Inc.
  • ISBN-10: 0486842827
  • ISBN-13: 9780486842820
Teised raamatud teemal:
"Geared toward graduate students in engineering, this widely used monograph presents a two-part approach that focuses on both analytical techniques and practical applications. Newly updated by the author"--

Geared toward graduate students in engineering, this widely used monograph presents a two-part approach that focuses on both analytical techniques and practical applications. Newly updated by the author. 1969 edition.


This newly updated edition presents the basic techniques for analyzing one-dimensional two-phase flow and shows how they can be applied to a wide variety of practical problems.
Praised by the Journal of Fluid Mechanics for its "most useful compilation of experimental results," the text features much of author Graham B. Wallis's own work. The first section of the two-part treatment is concerned with analytical techniques. Part two is organized around particular phase combinations, flow regimes, and practical applications.  
For advanced undergraduates and graduate students in engineering as well as professional engineers.
Preface to the Revised Edition xi
Preface xiii
List of Symbols
xvii
Part One ANALYTICAL TECHNIQUES
1 Introduction
3(14)
1.1 What Is Two-phase Flow?
5(1)
1.2 Methods of Analysis
6(1)
Correlations
5(1)
Simple Analytical Models
6(1)
Integral Analysis
6(1)
Differential Analysis
6(1)
Universal Phenomena
6(1)
1.3 Flow Regimes
6(3)
1.4 Notation
9(6)
Simple Definitions
9(5)
Properties
14(1)
Pressure Drop
14(1)
Coordinates
14(1)
Units
15(1)
Problem
15(1)
Reference
16(1)
2 Homogeneous Flow
17(26)
2.1 Introduction
17(1)
2.2 One-dimensional Steady Homogeneous Equilibrium Flow
18(8)
Further Development of the Momentum Equation
23(3)
2.3 The Homogeneous Friction Factor
26(10)
Laminar Flow
26(2)
Turbulent Flow
28(7)
2.4 Pressure Drop in Bends, Tees, Orifices, Valves, Etc.
35(1)
2.5 Unsteady Flow
35(2)
Problems
37(4)
References
41(2)
3 Separated Flow
43(46)
3.1 Introduction
48(1)
3.2 Steady Flow in which the Phases Are Considered Together but Their Velocities Are Allowed to Differ
48(13)
Continuity
44(1)
Momentum
44(2)
Energy
46(3)
Evaluation of Wall Shear Stress and Void Fraction
49(6)
Flow of Boiling Water in Straight Pipes
55(6)
3.3 One-dimensional Separated Flow in which the Phases Are Considered Separately
61(1)
Continuity Equations
61(1)
Momentum Equations
61(3)
3.4 Flow with Phase Change
64(4)
3.5 Flow in which Inertia Effects Dominate
68(5)
3.6 Use of the Concept of Entropy Generation to Evaluate the Coefficient
73(7)
3.7 Energy Equations
80(2)
Problems
82(6)
References
88(1)
4 The Drift-flux Modal
89(17)
4.1 Introduction
89(1)
4.2 General Theory
90(1)
4.3 Gravity-dominated Flow Regimes with No Wall Shear
90(7)
4.4 Corrections to the Simple Theory
97(4)
4.5 Sign Conventions and Identification of Components 1 and 2
101(2)
4.6 Unsteady Flow
103(1)
Problems
103(2)
References
105(1)
5 Velocity and Concentration Profiles
106(1)
5.1 Introduction
106(1)
5.2 Qualitative Aspects
107(1)
5.3 Differential Analysis
108(8)
Velocity Profiles in Single-phase Flow
108(1)
Velocity Profiles in Two-phase Flow
109(7)
5.4 Integral Analysis
116(1)
5.5 More Complex Methods of Analysis
117(1)
Problems
118(3)
References
121(1)
6 One-Dimensional Waves
122(39)
6.1 Introduction
122(1)
6.2 Continuity Waves in Single-phase Flow
123(4)
The Formation and Stability of Continuity Shocks
127(3)
Stability of Continuity Waves
130(1)
The Effect of a Source of Matter
130(5)
6.3 Continuity Waves in Incompressible Two-component Flow
135(1)
6.4 Dynamic Waves
135(1)
Dynamic Waves in Single-component Flow
136(2)
Examples of Dynamic Waves in Single-component Flow
136(1)
Long Waves in a Canal of Constant Width
136(1)
Waves in a Homogeneous Compressible Fluid
137(1)
Dynamic Waves in Incompressible Two-component Flow in a Constant Area Duct
137(2)
An Example of Dynamic Waves in Incompressible Two-component Flow; Waves in a Rectangular Horizontal Duct
139(2)
The Effect of Compressibility on Dynamic Waves in Two-component Flow
141(4)
The Effect of Phase Change
145(1)
6.5 The Interaction between Dynamic and Continuity Waves
146(6)
Single-phase Flow
146(3)
Incompressible Two-component Flow
149(3)
6.6 Dynamic Shock Waves
152(4)
Normal Compressibility Shocks
152(2)
Oblique Shock Waves
154(2)
Relaxation Phenomena
156(1)
Problems
156(4)
References
160(1)
7 Intorfacial Phenomena
161(14)
7.1 Introduction
161(1)
7.2 Velocity Boundary Conditions
161(1)
7.3 Stress Boundary Conditions
162(3)
Surface-tension Effects
162(3)
7.4 The Effect of Phase Change on Interfacial Stresses
165(4)
7.5 Further Effects
169(1)
Problems
169(3)
References
172(3)
Part Two PRACTICAL APPLICATIONS
8 Suspensions of Particles In Fluids
175(68)
8.1 Introduction
175(1)
8.2 One-dimensional Vertical Flow of a Uniform Incompressible Dispersion with No Wall Friction
176(12)
General Theory of Uniform Steady Flow
176(1)
Terminal Velocity of a Single Particle
176(2)
Evaluation of the Index
178(1)
Forces an the Particles and the Fluid
179(9)
8.3 Particulate Fluidisation
188(1)
The Minimum Fluidisation Velocity
183(1)
Pressure Drop through a Fluidized Bed
183(1)
Fixed Bed
183(1)
Incipient Fluidisation
183(3)
The Fluidized State
186(1)
Summary of Calculation Procedures for Particulate Fluidized Beds
187(1)
Stationary Bed
187(1)
Moving Bed
187(2)
8.4 Unsteady Flow in Particle Dispersions
189(1)
Propagation of Continuity Waves
189(1)
8.5 Batch Sedimentation
190(11)
A "Generalized" Representation of Batch Sedimentation
194(7)
8.6 Particle-particle Forces
201(3)
8.7 Unsteady Flow in the Presence of Particle-particle Forces
204(1)
8.8 Stability of Fluidized Systems
205(2)
8.9 Compressible Flow of Particle Suspensions
207(12)
One-dimensional Steady Flow
207(2)
Homogeneous Equilibrium Flow
209(1)
Limiting Gases of Nonequilibrium Flow
210(1)
Velocity Equilibrium, Thermal Insulation
210(1)
Thermal Equilibrium, Velocity Insulation
210(1)
Thermal and Velocity Insulation
210(1)
Similar Solutions for Constant Fractional Lag
211(2)
Perturbation Techniques
213(1)
Shock Waves
213(2)
The Relaxation Zone
215(3)
Oblique Shocks
218(1)
Two- and Three-dimensional Effects
218(1)
Other Effects
219(1)
8.10 Additional Force Components in Rapidly Accelerating Flows
219(3)
Apparent Mass
219(2)
The Basset Force
221(1)
8.11 Friction Characteristics of Particle Suspensions
222(6)
Laminar Flow
224(4)
Turbulent Flow
228(1)
Pneumatic Transport
228(1)
8.12 Nonuniform Particle Distribution
228(6)
Stratification
229(1)
Gravitational Effects
229(1)
Symmetrical Radial Concentration Variations
230(1)
Channeling or Spouting in Fluidised Beds
230(1)
Periodic Flows
230(1)
Slugging
230(1)
Wave Formation in Stratified Flow
231(1)
Aggregative Flows
231(1)
Flocculation
231(1)
Bubbling
232(2)
8.13 Percolation Theory
234(1)
Problems
235(4)
References
239(4)
9 Bubbly Flow
243(39)
9.1 Introduction
243(1)
9.2 Bubble Formation
244(3)
Bubble Formation at an Orifice
244(2)
Formation of Bubbles by Taylor Instability
246(1)
Formation of Bubbles by Evaporation or Mass Transfer
247(1)
The Influence of Shear Stresses on Bubble Size
247(1)
9.3 One-dimensional Vertical Flow of a Bubbly Mixture without Wall Shear
247(1)
The Rise Velocity of Single Bubbles
248(3)
The Influence of Containing Walls
251(1)
Influence of Vibrations
252(1)
The Influence of Void Fraction
252(3)
Modifications to the Simple Theory to Take Account of Variations in Concentration and Velocity
255(1)
9.4 Unsteady Flow
256(4)
9.5 Special Problems Associated with the Bubbly Flow Regime
260(2)
Bubble Size
260(1)
Agglomeration and Fracture of Bubbles
260(1)
Bubble Growth and Collapse
261(1)
9.6 Friction and Momentum Flux in Bubbly Flow
262(2)
9.7 The Velocity of Sound in Bubbly Mixtures
264(1)
9.8 The Limits of the Bubbly Flow Regime
265(4)
9.9 Isothermal Homogeneous Flow of Gas-liquid Mixtures in Straight Pipes
269(2)
9.10 Isothermal Homogeneous Flow with Area, Change Only
271(3)
Use of the Equations of Motion for Both Components
274(1)
9.11 Shock Waves
274(1)
Problems
274(5)
References
279(3)
10 Slug Flow
282(33)
10.1 Introduction
282(1)
10.2 General Theory
282(3)
Bubble Dynamics
282(1)
Bubble Velocity
283(1)
Void Fraction
284(1)
Pressure Drop
284(1)
10.3 Vertical Slug Flow
285(14)
Rise Velocity of Single Bubbles in Stagnant Liquid
285(1)
Inertia Dominant
285(2)
Viscosity Dominant
287(1)
Surface Tension Dominant
287(1)
The General Case
288(3)
Use of the Bubble Velocity in the Drift-Flux Model
291(1)
Improvements to the Simplified Theory
292(2)
Correction for Long Bubbles
294(5)
Viscosity Effects
299(1)
10.4 Horizontal Slug Flow
299(5)
Bubble Velocity
299(3)
Void Fraction
302(1)
Pressure Drop
302(2)
10.5 Slug Flow in Inclined Pipes
304(3)
10.6 The Limits of the Slug-flow Regime
307(5)
10.7 Pressure Oscillations in Slug Flow
312(1)
Problems
313(1)
References
314(1)
11 Annular Flow
315(60)
11.1 Introduction
315(1)
11.2 Horizontal Flow
316(14)
The Boundaries of the Annular and Stratified Regimes in Horizontal Flow
316(1)
Correlations
317(1)
Separated Flow, Annular Geometry Model
317(1)
The Interfacial Shear Stress
318(5)
The Wall Shear Stress
323(1)
Evaluation of Pressure Drop and Void Fraction
324(2)
Extension to the General Case
326(1)
Improvements to the Theory
326(1)
Integral Analysis
326(1)
The Liquid Film
326(3)
The Gas Core
329(1)
Differential Analysis
330(1)
11.3 Countercurrent Vertical Annular Flow
330(1)
Falling Film Flow
331(4)
Stability of Falling Films
335(1)
11.4 Flooding
336(1)
Empirical Flooding Correlations
336(1)
Turbulent Flow in Both Components
336(3)
Viscous Flow in the Liquid
339(4)
Prediction of Flooding from the Separate Cylinders Model
343(1)
Turbulent Flow
343(1)
Viscous Flow in the Liquid
344(2)
11.5 Vertical Upward Cocurrent Annular Flow
346(22)
The Boundaries of the Vertical Annular Flow Regime
346(1)
The Slug-annular Transition
346(1)
Criteria for Upward or Downward Flow in a Liquid Film
346(1)
"Bridging" of the Gas Core
347(1)
"Entrainment" Measurements Using a Sampling Probe
347(1)
Comparison of Void Fraction Data with Theory
348(2)
Pressure-drop Measurements
350(1)
Discussion
351(1)
The Annular-mist Transition
351(1)
Correlations for Predicting Void Fraction and Pressure Drop
351(1)
The Dartmouth Correlation for Void Fraction
351(2)
The Modified Martinelli Correlation
353(1)
Simple Flow Models
354(1)
Separate cylinders Model
354(1)
Homogeneous Model
355(1)
Separated-flow Model
355(5)
Improvements to the Separated-flow Model
360(1)
The Liquid Film
360(3)
The Gas Core
363(3)
The Gas-liquid Interface
366(1)
Additional Effects
367(1)
Problems
368(4)
References
372(3)
12 Drop Flow
375(23)
12.1 Introduction
375(1)
12.2 Single-drop Formation
376(1)
12.3 Atomization
376(2)
12.4 Drop Size Spectra
378(3)
12.5 The Terminal Velocity of Single Drops in a Gravitational Field
381(1)
12.6 One-dimensional Vertical Flow without Wall Friction
382(1)
12.7 Flooding in Drop Flow
382(2)
12.8 Drop Fluidization
384(2)
12.9 Pressure Drop in Forced Convection
386(1)
12.10 Entrainment
386(7)
Qualitative Observations
388(1)
The Effect of Inlet Conditions and Tube Length
388(1)
Definition of a Critical Gas Velocity
388(2)
Prediction of the Critical Gas Velocity
390(1)
Droplet Concentration and Velocity Distributions
391(2)
Problems
393(3)
References
396(2)
Appendix A 398(5)
Appendix B 403(3)
Appendix C 406(4)
Index 410