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Slurry flow : principles and practice /
Slurry Flow: Principles and Practice describes the basic concepts and methods for understanding and designing slurry flow systems, in-plan installations, and long-distance transportation systems. The goal of this book is to enable the design or plant engineer to derive the maximum benefit from a lim...
| Clasificación: | Libro Electrónico |
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| Autor principal: | |
| Otros Autores: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Boston :
Butterworth-Heinemann,
�1991.
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| Colección: | Butterworth-Heinemann series in chemical engineering.
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| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Front Cover; Slurry Flow: Principles and Practice; Copyright Page; Table of Contents; Preface; Chapter 1. Basic Concepts for Single-Phase Fluids and Particles; 1.1 Steady Pipe Flow; 1.2 Turbulent Pipe Flow; 1.3 Particle Size Distributions; 1.4 Packing of Solid Particles in Containers; 1.5 Forces Acting on a Single Particle in a Dilute Suspension; 1.6 Drag Force on Immersed Objects; 1.7 Relaxation Time; 1.8 Lift Force on a Rotating Particle (Magnus Force); 1.9 Fluid Inertia Effect; 1.10 Brownian Diffusion; 1.11 Electromagnetic Body Forces; 1.12 Heat and Mass Transfer to or from Spheres
- 1.13 Surface Forces Between Dispersed Particles1.14 Particle Rotation; Chapter 2. Fluid-Particle Mixtures; 2.1 Definitions for Slurry Flows; 2.2 Conservation Equations for One-Dimensional Flows; 2.3 Multiparticle Drag Relationships; 2.4 Forces in Transient Flows; 2.5 Settling of Monodisperse Suspensions; 2.6 Flocculated Slurries; 2.7 Fluidization of Monodisperse Mixtures; 2.8 Multispecies Systems; 2.9 Particle-Particle Forces in the Momentum Equation; 2.10 Stresses in Flowing Granular Solids; 2.11 Liquefaction and Compaction; 2.12 Pressure Wave Propagation; Chapter 3. Homogeneous Slurries
- 3.1 Homogeneity3.2 Shear in Pipe Flow; 3.3 Shear in an Annulus; 3.4 Integrated Equations for Viscometric Flows; 3.5 Newtonian Slurries; 3.6 Distribution Effects; 3.7 High Solids Concentrations; 3.8 Particle Shape; 3.9 Electroviscous and Surface Effects; 3.10 Yield Stresses; 3.11 Shear Thinning; 3.12 Time Dependence; 3.13 Shear Thickening; 3.14 Emulsions; 3.15 Drag Reduction; 3.16 Fiber Suspensions; 3.17 Oscillating and Falling-Ball Viscometry; Chapter 4. Calculations for Homogeneous Flows; 4.1 Concentric Cylinder Viscometry; 4.2 Tube Viscometry; 4.3 Wall Slip and Nonhomogeneous Flow
- 4.4 Turbulent Flow4.5 Slurries Containing Coarse Particles; 4.6 Laminar-Turbulent Transition; 4.7 Scaleup Using Turbulent Flow Data; Chapter 5. Correlations for Nonhomogeneous Slurries; 5.1 Introduction; 5.2 Deposition Velocity; 5.3 Headloss Correlations for Horizontal Flow; 5.4 Broad Size Distributions; 5.5 Regime-Specific Correlations; 5.6 Turian-Yuen Correlation; 5.7 Vertical Flows; 5.8 Velocity and Concentration Effects in Vertical Flow; 5.9 Minimum Velocity for Vertical Flow; 5.10 Mean Density from Pressure Drop; 5.11 Inclined Pipes; Chapter 6. The Two-Layer Model
- 6.1 Origin of the Model6.2 The Two-Layer Model; 6.3 Sample Calculation: Two-Layer Model; 6.4 Developments in the Model; 6.5 Effects of Particle Diameter and Fluid Viscosity; 6.6 Inclined Flows; 6.7 Inclined Pipes at Shutdown; 6.8 Deposition and the Model; Chapter 7. Microscopic Modeling of Slurry Flows; 7.1 The Need for Models; 7.2 Concentration Distributions in a Closed Channel; 7.3 The Diffusion Model; 7.4 Fine-Sand Concentration Distributions; 7.5 Coarse-Sand Concentration Distributions; 7.6 Modifying the Diffusion Model; 7.7 Velocity Distributions; 7.8 Modeling Velocity Distributions