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100311s1991 maua ob 001 0 eng d |
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|a OCLCE
|b eng
|e pn
|c OCLCE
|d OCLCQ
|d UIU
|d OCLCF
|d E7B
|d OCLCQ
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|a 000007864072
|2 AU
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|a 301310039
|a 974616949
|a 1057946204
|a 1154464889
|a 1162079738
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|a 1483292207
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|a 9781483292205
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|z 0750691107
|q (alk. paper)
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|z 9780750691109
|q (alk. paper)
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|a (OCoLC)551313646
|z (OCoLC)301310039
|z (OCoLC)974616949
|z (OCoLC)1057946204
|z (OCoLC)1154464889
|z (OCoLC)1162079738
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|a dlr
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|a TJ898
|b .S53 1991
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|a TJ898
|b S56 1991
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|a 621.8/67
|2 20
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|a Shook, C. A.
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|a Slurry flow :
|b principles and practice /
|c C.A. Shook, M.C. Roco.
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|a Boston :
|b Butterworth-Heinemann,
|c �1991.
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300 |
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|a 1 online resource (xi, 324 pages) :
|b illustrations
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336 |
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|a text
|b txt
|2 rdacontent
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337 |
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|a computer
|b c
|2 rdamedia
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|a online resource
|b cr
|2 rdacarrier
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|a Butterworth-Heinemann series in chemical engineering
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504 |
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|a Includes bibliographical references (pages 300-320) and index.
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506 |
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|3 Use copy
|f Restrictions unspecified
|5 MiAaHDL
|2 star
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533 |
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|a Electronic reproduction.
|b [Place of publication not identified] :
|c HathiTrust Digital Library,
|d 2010.
|5 MiAaHDL
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|a Master and use copy. Digital master created according to Benchmark for Faithful Digital Reproductions of Monographs and Serials, Version 1. Digital Library Federation, December 2002.
|u http://purl.oclc.org/DLF/benchrepro0212
|5 MiAaHDL
|
583 |
1 |
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|a digitized
|c 2010
|h HathiTrust Digital Library
|l committed to preserve
|5 MiAaHDL
|2 pda
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|a Print version record.
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|a 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
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|a 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
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|a 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
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|a 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
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|a 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
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|a 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 limited amount of test data and to generalize operating experience to new situations. Design procedures are described in detail and are accompanied by illustrative examples needed by engineers with little or no previous experience in slurry transport. The technical literature in this field is extensive
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546 |
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|a English.
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650 |
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0 |
|a Hydraulic conveying.
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650 |
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0 |
|a Slurry.
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650 |
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0 |
|a Two-phase flow.
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650 |
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6 |
|a Convoyeurs hydrauliques.
|0 (CaQQLa)201-0040294
|
650 |
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6 |
|a Coulis (Mat�eriau)
|0 (CaQQLa)201-0064181
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650 |
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6 |
|a �Ecoulement diphasique.
|0 (CaQQLa)201-0009013
|
650 |
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7 |
|a Hydraulic conveying.
|2 fast
|0 (OCoLC)fst00964590
|
650 |
|
7 |
|a Slurry.
|2 fast
|0 (OCoLC)fst01121204
|
650 |
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7 |
|a Two-phase flow.
|2 fast
|0 (OCoLC)fst01159896
|
700 |
1 |
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|a Roco, M. C.
|
776 |
0 |
8 |
|i Print version:
|a Shook, C.A.
|t Slurry flow.
|d Boston : Butterworth-Heinemann, �1991
|w (DLC) 91007514
|w (OCoLC)23142925
|
830 |
|
0 |
|a Butterworth-Heinemann series in chemical engineering.
|
856 |
4 |
0 |
|u https://sciencedirect.uam.elogim.com/science/book/9780750691109
|z Texto completo
|