Sedimentation and Thickening

by ; ; ;
Format: Hardcover
Pub. Date: 1999-11-01
Publisher(s): Kluwer Academic Pub
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Summary

This book presents a rigorous phenomenological theory of sedimentation processes as encountered in Solid-liquid separation vessels, known as thickeners, in the mineral industries. This theory leads to mathematical simulation models for batch and continuous sedimentation processes, which can be stated as initial-boundary value problems of hyperbolic conservation laws and so-called degenerate parabolic equations. Existence and uniqueness theories for these equations are presented, including very recent results, and the most important problems are solved exactly, where possible, or numerical examples are given. A study of thickener design procedures based on these simulation models is presented. The book closes with a review of alternative treatments of thickening, which may not fall within the scope of the mathematical model developed.Audience: This book is intended for students and researchers in applied mathematics and in engineering sciences (metallurgical, chemical, mechanical and civil engineering) and provides self-contained chapters directed to each audience.

Table of Contents

Contents vii
Preface xi
Introduction 1(1)
Sedimentation processes in history
1(3)
Modern thickening reasearch
4(3)
Theory of mixtures
7(20)
Introduction
7(1)
Theory of mixtures
7(20)
Kinematics
8(9)
Mass balance
17(5)
Linear momentum balance
22(5)
Sedimentation of ideal suspensions
27(8)
Introduction
27(1)
Kinematical sedimentation process
27(8)
Kynch theory of batch sedimentation
29(2)
Kynch theory of continuous sedimentation
31(4)
Sedimentation with compression
35(17)
Introduction
35(3)
Macroscopic balance
38(1)
Local balances
39(1)
Constitutive assumptions
40(4)
Kinematical constraints
41(1)
Dynamical constraints
42(1)
Constitutive equations
43(1)
Dimensional analysis
44(2)
Dynamical variables
46(4)
Solid effective stress and pore pressure
46(2)
Interaction force at equilibrium
48(1)
Excess pore pressure
48(1)
Solid flux density function
49(1)
Dynamical sedimentation processes
50(1)
Extension to several space dimensions
50(2)
The initial value problem for a scalar conservation law
52(20)
Weak solutions for a scalar conservation law
52(1)
Method of characteristics
53(1)
Uniqueness of the solution
54(9)
Oleinik's condition E (Oleinik 1957)
55(2)
Lax's shock admissibility criterion (Lax 1957, 1971, 1973)
57(1)
Entropy admissibility criterion (Lax 1971, 1973)
58(1)
Viscosity admissibility criterion (Hopf 1969, Lax 1971)
59(1)
Kruzkov's formulation (Kruzkov 1970)
60(1)
Uniqueness of the solution
61(2)
Existence of the global weak solution
63(9)
Properties of the Lax-Friedrichs scheme
63(6)
Convergence of the Lax-Friedrichs scheme
69(3)
The Riemann problem for a scalar conservation law
72(23)
Introduction
72(1)
The Riemann problem for a convex flux density function
73(3)
Flux density function with one inflection point
76(7)
Properties of the flux density function
76(3)
Construction of the global weak solution
79(4)
Flux density function with two inflection points
83(12)
Geometrical properties of the flux density function
83(4)
Construction of the global weak solution
87(8)
The initial-boundary value problem for a scalar conservation law
95(16)
Formulation of the problem
95(1)
Characterization of the entropy solution
96(4)
Entropy conditions
100(5)
Existence of the entropy solution
105(2)
Uniqueness and admissible states
107(4)
Admissible states at the boundaries
108(1)
Geometrical interpretation of the sets of admissible states
109(2)
Batch sedimentation of ideal suspensions
111(38)
Initial value problem
111(1)
Modes of sedimentation
112(1)
Construction of the solution
113(20)
Flux density function with one inflection point
113(6)
Flux density function with two inflection points
119(14)
Non-homogeneous initial concentration
133(4)
Numerical computation of curved trajectories
137(2)
Dafermos' polygonal approximation method
139(10)
Polygonal flux-density function
139(3)
Continuous flux-density function
142(1)
Application to batch sedimentation
143(6)
Continuous sedimentation of ideal suspensions
149(35)
Mathematical model for continuous sedimentation
149(1)
Modes of continuous sedimentation
150(1)
Flux density function with one inflection point
151(11)
Case I: Both f'(a) and f'(ϕ∞) are positive
151(5)
Case II: f'(a) is positive and f'(ϕ∞) is negative
156(3)
Case III: Both f'(a) and f'(ϕ∞) are negative
159(3)
Flux density function with two inflection points
162(14)
Case I: f'(a), f'(b) and f'(ϕ∞) are positive
163(5)
Case II: f'(a) f'(a) is positive and f'(b) and f'(ϕ∞) are negative
168(4)
Case III: f'(a), f'(b) and f'(ϕ∞) are negative
172(4)
Control of continuous sedimentation
176(8)
Model of the control problem
177(1)
Construction of the entropy solution
178(6)
Mathematical theory for sedimentation with compression
184(16)
The initial-boundary value problem
184(2)
Initial and boundary conditions
184(1)
Type degeneracy and smoothness assumptions
185(1)
Definition of generalized solutions
186(2)
The space BV(QT)
186(1)
Definition of generalized solutions
187(1)
Jump condition
188(3)
Entropy boundary condition
191(1)
Existence, uniqueness and stability
191(3)
The regularized problem
191(2)
Existence of the solution of the regularized problem
193(1)
Existence of a generalized solution
193(1)
Stability and uniqueness of generalized solutions
194(1)
Properties of generalized solutions
194(4)
Range of generalized solutions
194(1)
Construction of the boundary value at z = L
195(1)
Entropy boundary condition at z = L
195(2)
Boundary condition at z = 0
197(1)
Monotonicity of concentration profiles
197(1)
Discontinuous solid effective stress function
198(2)
Numerical simulation of sedimentation with compression
200(15)
Numerical algorithm
201(3)
Parameters
204(1)
Batch sedimentation
205(3)
Batch settling of a uniform suspension
205(1)
Repeated batch sedimentation
205(1)
A membrane problem
206(1)
Expansion of overcompressed sediment
207(1)
Simultaneous expansion and batch sedimentation
207(1)
Continuous thickening
208(7)
Filling and emptying of a thickener
208(1)
Transition between three steady states
209(6)
Thickener design
215(21)
Inroduction: definition, equipment and operation
215(1)
Classcial methods
216(3)
Mishler's equation
216(1)
Coe and Clevenger's method
217(2)
Kinematical design methods
219(10)
Analysis of the batch sedimentation curve
220(1)
Design methods based on a batch sedimentation process
221(4)
Thickener design methods based on a continuous Kynch sedimentation process
225(4)
Design method based on a dynamical sedimentation process
229(7)
Sedimentation of a compressible suspension at steady state
229(1)
Capacity of an ICT treating a flocculated suspension
230(4)
Adorjan's method of thickener design
234(2)
Alternate treatments and open problems
236(17)
Introduction
236(1)
Inertial and end effects
237(1)
Heterogeneity problems
238(4)
Spatial heterogeneity of homogeneous components
238(2)
Heterogeneity of solid particles
240(2)
Constitutive equations
242(7)
Channeling and collapse
249(2)
Roberts' equation
251(2)
Bibliography 253(12)
Notation Guide 265(10)
Subject Index 275(8)
Author Index 283

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