dissolution%20rate%20and%20diffusivity%20of%20lime%20in%20steelmaking.pdf
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Dissolution Rate and Diffusivity of Lime in Steelmaking
Slag and Development of Fluoride-Free Fluxes
Shahriar Haji Amini
A thesis submitted to The University of New South Wales in total fulfilment of the requirements for admission to the degree of
Doctor of Philosophy
at
The University of New South Wales
School of Chemical Engineering and Industrial Chemistry
&
Commonwealth Scientific and Industrial Research Organization
Division of Minerals
October 2005
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CERTIFICATE OF ORIGINALITY
I herby declare that this submission is my own work and to the best of my
knowledge it contains no materials previously published or written by another
person, nor material which to a substantial extent has been accepted for the
award of any other degree or diploma at UNSW or any other educational
institutions, except where due acknowledgment is made in the thesis. Any
contribution made to the research by others, with whom I have worked at UNSW
or elsewhere, is explicitly acknowledged in the thesis.
I also declare that the intellectual content of this thesis is the product of my own
work, except to the extent that assistance from others in the project’s design and
conception or in style, presentation and linguistic expression is acknowledged.
(Signed)………………………………(Date)…………………………
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To my parents:
Professor Ezatollah Haji Amini
and
Touran Nadimpour
If I have seen further... it is by standing upon the shoulders of giants.
Issac Newton
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ACKNOWLEDGMENT
I would like to express my most sincere thanks to my supervisors; Dr. Sharif Jahanshahi,
for his excellent supervision of the work undertaken in this study, A/Prof. Michael
Brungs for his guidance and support in facilitating my study as a PhD candidate and
Prof. Oleg Ostrovski for his constructive advice throughout the course of this research.
I would like to thank Dr. Ling Zhang for many useful discussions. I am also grateful for
having had the opportunity to discuss my work with Dr. Shouyi Sun.
The work of this project has been aided by the excellent technical support and services
provided by staff at; Commonwealth Scientific and Industrial Research organization
(CSIRO) division of Minerals, The University of New South Wales and University of
Melbourne. I wish to express my appreciation to a number of staff at CSIRO, namely;
Rowan Davidson and Justen Bremmel for laboratory assistance, Howard Poynton, Paul
Fazey and Daniela Varsamakis for chemical analysis, Dr. Angelica Vecchio-Sadus for
OH&S at work place and Damien Hewish for his excellent work on modifying the
experimental apparatus. At The University of New South Wales, my thanks to Barry
Searle for EPMA analysis and John Sharp for laboratory assistance. At University of
Melbourne, my gratitude to Roger Curtin for SEM analysis.
I would like to thank my colleagues and friends at CSIRO Minerals, who gave me
support and advice during the present work. In particular, I would like to thank Dr.
Jakub Bujalski for his valuable suggestions during preparation of my thesis.
The author wishes to thank the financial support from The Australian Research Council,
The University of New South Wales, CSIRO Minerals and Abel Metal Pty Ltd. for the
accomplishment of the present work.
I extend the utmost appreciation to my parents and brothers for their love, support and
understanding over the course of my PhD studies.
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ABSTRACT
A rotating disk technique was used to determine the dissolution rate and
diffusivity of CaO and MgO in slags. The dissolution rate was deduced from the
measured changes in concentration of oxides in slag with respect to reaction
time. The experimental set-up was initially tested with dissolution of magnesia in
the CaO – 55 wt% Al2O3 slag at 1430 ºC and a measured rate of 5107.2 −×
g/cm2.s was obtained. The dissolution rate was increased by slag chemistry and
ranged from 5105.6 −× to 4101.2 −× g/cm2.s.
The dissolution rate of CaO was measured in CaO – 42 wt% Al2O3 – 8% SiO 2
based slag. The measured dissolution rates were found to be strongly dependent
on the slag chemistry and temperature and ranged from 51003.5 −× to 4103.3 −×
g/cm2.s.
The dissolution rates were strongly dependent on the rotation speed and results
indicate mass transfer in the slag phase to be rate- limiting step.
The diffusivity of MgO / CaO was calculated from the dissolution rate and
solubility data, using known mass transfer correlations. The diffusivity of MgO
in the calcium aluminate slag at 1430 ºC was found to be about 5101.1 −× cm2/s.
Additions of 5 and 10 wt% Fe2O3 increased the diffusivity by a factor ~ 1.5 to 3,
respectively. However, with introduction of (CaF2 5 wt% + Fe2O3 5 wt%) and
(CaF2 5 wt% + Fe2O3 10 wt%) in the slag, the diffusivity increased considerably
by a factor of about 29 and 11, respectively.
The diffusivity of CaO in calcium aluminosilicate was measured to be in the
order of 10-6 to 10-5 over a temperature range of 1430 – 1600 ºC. CaF2 increased
the diffusivity by a factor of 3 to 5 while MnOx and FeOx, ilmenite and TiO 2
increased the diffusivity substantially and SiO 2 had an opposite effect. The
measured diffusivities are in accord with published data on comparable systems
and are discussed with reference to Eyring theory.
It was concluded that MnOx, FeOx and ilmenite in the slag increase the
dissolution rate and diffusivity of lime, showing comparable results with respect
to CaF2.
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TABLE OF CONTENTS
CERTIFICATE OF ORIGINALITY .................................................................I
ACKNOWLEDGMENT ...................................................................................III
ABSTRACT........................................................................................................IV
TABLE OF CONTENTS ................................................................................... V
LIST OF FIGURES ...........................................................................................XI
LIST OF TABLES .......................................................................................XVIII
CHAPTER 1. LITERATURE REVIEW ....................................................... 1
1.1 Introduction........................................................................................ 1
1.2 Secondary steelmaking ...................................................................... 1
1.3 Ladle slag and dissolution of lime in the slag.................................... 4
1.4 Fluospar as flux to aid lime dissolution............................................. 5
1.4.1 Use of fluorspar in Australian steel industry ..................................... 7
1.5 Factors affecting dissolution.............................................................. 8
1.5.1 A guide for the literature review........................................................ 8
1.5.2 Rate of flow of the molten slag past the solid oxide .......................... 9
1.5.3 Solubility of solid oxide in the slag ................................................... 9
1.5.4 Physical properties of solid oxides .................................................. 12
1.5.5 Formation of a product layer at the solid oxises/slag interface ....... 14
1.5.6 Viscosity of slag............................................................................... 23
1.5.6.1 Effect of additives on the viscosity of slag...................................... 30
1.5.6.1.1 Effect of CaF2 Substitutes on the viscosity of slag...................... 31
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1.6 Diffusivity in molten slag ................................................................ 36
1.6.1 Liquid state diffusion models........................................................... 75
1.6.1.1 Hydrodynamic theory ...................................................................... 76
1.6.1.2 Hole theory....................................................................................... 78
1.6.1.3 Eyring theory.................................................................................... 78
1.7 General discussion ........................................................................... 82
1.7.1 Questions arising from the literature on diffusivity......................... 83
1.8 Methods for measurement of diffusivity.......................................... 83
1.8.1 Instantaneous plane source method.................................................. 85
1.8.2 Capillary - reservoir method ............................................................ 86
1.8.2.1 Semi – infinite capillary................................................................... 87
1.8.2.2 Finite capillary ................................................................................. 88
1.8.2.3 Diffusion couple method.................................................................. 90
1.8.3 Electrochemical method................................................................... 93
1.8.4 Controlled forced convection method.............................................. 95
1.8.4.1 Rotating disk method ....................................................................... 96
1.8.4.2 Rotating cylinder method............................................................... 101
1.8.4.3 Applicability of rotating disk/cylinder technique .......................... 105
1.8.5 Selection of experimental technique for the present work............. 106
1.9 Objectives of this work .................................................................. 107
CHAPTER 2. EXPERIMENTAL............................................................... 109
2.1 The outline of the experimental work ............................................ 109
2.2 Material preparation....................................................................... 110
2.2.1 Dense CaO / MgO crucible ............................................................ 110
2.2.2 Chemical reagents.......................................................................... 111
2.2.3 Preparation of calcium aluminosilicate master slag....................... 112
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2.2.4 Preparation of calcium aluminate slag........................................... 114
2.3 Experimental apparatus.................................................................. 115
2.4 Experimental procedure ................................................................. 117
2.4.1 Rotating experiments ..................................................................... 117
2.4.2 Static experiments.......................................................................... 119
2.5 Analytical techniques ..................................................................... 119
2.5.1 Scanning Electron Microscopy and Energy Dispersive System analysis (SEM-EDS)...................................................................................... 120
2.5.2 Microprobe analysis ....................................................................... 122
CHAPTER 3. EXPERIMENTAL RESULTS............................................ 125
3.1 Rotating experiments ..................................................................... 126
3.1.1 Dissolution of CaO in calcium aluminosilicate slag...................... 126
3.1.1.1 Effect of rotating speed on dissolution rate ................................... 127
3.1.1.2 Variation of CaO dissolution at various temperatures in the master slag 135
3.1.1.3 Effect of additives on the dissolution of CaO in slag .................... 143
3.1.1.3.1 Effect of CaF2 addition on dissolution of CaO in slag at various temperatures................................................................................................... 144
3.1.1.3.2 Effect of Fe2O3 addition on dissolution of CaO in slag at various temperatures................................................................................................... 147
3.1.1.3.3 Effect of TiO2 addition on dissolution of CaO in slag at various temperatures................................................................................................... 149
3.1.1.3.4 Effect of ilmenite addition on dissolution of CaO in slag at various temperatures ...................................................................................... 151
3.1.1.3.5 Effect of Mn3O4 addition on dissolution of CaO in slag at various temperatures................................................................................................... 153
3.1.1.3.6 Effect of SiO 2 addition on dissolution of CaO in slag at various temperatures................................................................................................... 155
3.1.1.4 Effect of variables on the dissolution rate...................................... 155
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3.1.1.5 Effect of basicity on the dissolution of lime at constant temperature157
3.1.2 Dissolution of MgO in calcium aluminate slag ............................. 160
3.1.2.1 Effect of rotation speed on the rate of dissolution......................... 161
3.1.2.2 Effect of Fe2O3 addition on dissolution of MgO in slag................ 165
3.1.2.2.1 Effect of (Fe2O3 + CaF2) addition on dissolution of MgO in slag166
3.2 Static experiments.......................................................................... 167
3.2.1 CaO experiments............................................................................ 167
3.2.1.1 Solubility of lime in the master slag under various temperatures.. 168
3.2.1.2 Effect of addition of CaF2 on the solubility of lime in the slag..... 171
3.2.1.3 Effect of addition of Fe2O3 on the solubility of lime in the slag.... 172
3.2.1.4 Effect of addition of TiO 2 on the Solubility of lime in the slag..... 174
3.2.1.5 Effect of addition of ilmenite on the solubility of lime in the slag 175
3.2.1.6 Effect of addition of Mn3O4 on the solubility of lime in the slag.. 176
3.2.1.7 Effect of addition of SiO 2 on the solubility of lime in the slag...... 177
3.2.1.8 FactSage thermodynamic modelling.............................................. 178
3.2.1.9 Formation of a reaction layer on the lime/base slag interface ....... 179
3.2.1.9.1 Effect of basicity on the formation of reaction layer on the lime/slag interface .......................................................................................... 186
3.2.2 MgO experiments........................................................................... 189
CHAPTER 4. DISCUSSION ....................................................................... 192
4.1 Diffusivity of CaO / MgO in slag and effect of additives on the diffusivity....................................................................................................... 193
4.1.1 Mass transfer from the rotating disk .............................................. 193
4.1.2 Mass transfer from the rotating cylinder........................................ 196
4.1.3 Total mass transfer from the solid oxide specimen ....................... 198
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4.2 Diffusivity of MgO in calcium aluminate slags............................. 200
4.3 Diffusivity of CaO in calcium aluminosilicate slags ..................... 203
4.3.1 Comparison of CaO diffusivity with literature data ...................... 208
4.4 Diffusion in a Mix – controlled regime ......................................... 216
4.5 Activation energy........................................................................... 230
4.6 Relationship of diffusivity with viscosity...................................... 237
4.7 Ionic conductivity .......................................................................... 239
4.8 Summary of key findings ............................................................... 245
CHAPTER 5. CONCLUSION .................................................................... 247
5.1 Dissolution rate of MgO in calcium aluminate slag and lime in thecalcium aluminosilicate slags ......................................................................... 247
5.2 Solubilities of MgO in calcium aluminate slag and CaO in calcium aluminosilicate slags ...................................................................................... 249
5.3 Diffusivity of MgO / CaO in slags................................................. 250
5.4 Recommendations for future work ................................................ 252
REFERENCES................................................................................................. 254
APPENDIX A. SOLID OXIDES DISSOLUTION DATA...................... 263
A.1 The effect of rotation speed on dissolution of CaO in calcium aluminosilicate slag at 1430 ºC ...................................................................... 263
A.2 Effect of CaF2 addition on dissolution of CaO in calcium aluminosilicate slag at various temperatures ................................................. 269
A.3 Effect of Fe2O3 addition on dissolution of CaO in calcium aluminosilicate slag at various temperatures ................................................. 274
A.4 Effect of TiO2 addition on dissolution of CaO in calcium aluminosilicate slag at various temperatures ................................................. 279
A.5 Effect of ilmenite addition on dissolution of CaO in calcium auminosilicate slag at various temperatures................................................... 284
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A.6 Effect of Mn3O4 addition on dissolution of CaO in calcium aluminosilicate slag at various temperatures ................................................. 289
A.7 Effect of SiO 2 addition on dissolution of CaO in calcium aluminosilicate slag at various temperatures ................................................. 294
A.8 Effect of Fe2O3 addition on dissolution of MgO in calcium aluminate slag 298
A.9 Effect of (CaF2 + Fe2O3) addition on dissolution of MgO in calcium aluminate slag ................................................................................................ 301
APPENDIX B. MODEL FOR ESTIMATING THE SLAG VISCOSITY304
APPENDIX C. MODEL FOR ESTIMATING THE SLAG DENSITY 307
APPENDIX D. ERROR ANALYSIS ........................................................ 310
APPENDIX E. PRELIMINARY STUDY OF LIME DISSOLUTION INSTATIC SLAG 317
E.2 Experimental.................................................................................. 317
E.1.1 Materials ......................................................................................... 317
E.1.2 Experimental Procedure ................................................................. 318
E.3 Experimental Results and Discussion............................................ 321
E.4 Key findings ................................................................................... 323
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LIST OF FIGURESFigure 1.1: CaO-Al2O3-SiO2 phase diagram in Slag Atlas (Eisenhuttenleute (1995)) ..........10
Figure 1.2: CaO – Al2O3 – MgO phase diagram in Slag Atlas (Eisenhuttenleute (1995)).....11
Figure 1.3: Schematic diagram of distribution of slag components near the interface according to Matsushima et al. (1977) ..........................................................15
Figure 1.4: Effect of concentration of various fluxes on lowering of melting point of dicalcium silicate Singh et al. (1977) ............................................................35
Figure 1.5: Effect of temperature and slag composition on the chemical diffusivity of Ca2+ introduced as Ca45O into slags of A1, A2 and A3 after Johnston et al. (1974) ........................................................................................................39
Figure 1.6: Diffusion coefficient of calcium (upper line) and silicon (lower line) after Towers et al. (1957). ...................................................................................43
Figure 1.7: Tracer diffusivity of Ca45 in CaO – SiO2 melts a function of mole fraction of silica and temperature after Keller et al. (1979b) ...........................................44
Figure 1.8: Electrical conductivity )( 11 −−Ω cm of CaO-SiO2 melts as a function of mole fraction of silica and temperature after Keller et al. (1979b) ...........................45
Figure 1.9: Tracer conductivity and computed conductivity of Ca45 in the CaO – SiO2
melt as function of SiO2 at 1600 ºC after Keller et al. (1979b) ........................47
Figure 1.10: Diffusivities of iron and calcium in silica saturated CaO – FeO – SiO2 melts at 1600 ºC after Keller et al. (1986) ..............................................................48
Figure 1.11: Diffusivity of Ca45 in melts as a function of temperature after Hara et al. (1989) ........................................................................................................49
Figure 1.12: Relationship between logarithm of tracer diffusivities of calcium and iron and reciprocal temperature after Goto et al. (1977)........................................50
Figure 1.13: Diffusion coefficients of Ca45 and Si31 as a function of melt composition at 1600 ºC after Keller et al. (1979a)................................................................51
Figure 1.14: Diffusivities of oxides in CaO-40 wt% SiO2-20 % Al2O3 slag after Ukyo et al. (1982) ...................................................................................................52
Figure 1.15: Diffusivities of oxides in FeOx - 30 wt% CaO - 45 % SiO2 slag after Ukyoet al. (1982) ................................................................................................53
Figure 1.16: The variation of DFe with T in Fe2SiO4 after Agarwal et al. (1975) .................54
Figure 1.17: The variation of DFe with 1/T in CaFeSiO4 after Agarwal et al. (1975)............54
Figure 1.18: Diffusivities of Fe2+, Ni2+, Co2+ and Ca2+ in silica saturated MeO – CaO –SiO2 melts at 1600 ºC after Nowak et al. (1975) ............................................57
Figure 1.19: Self diffusivities of elements in molten slag for blast furnace CaO-40 wt% SiO2-20 % Al2O after Nagata et al. (1982) ....................................................58
Figure 1.20: Self diffusivities of elements in molten slag for steelmaking (25-40) wt% Fe2O3 -(30-40)% CaO-SiO2 after Nagata et al. (1982) ....................................59
Figure 1.21: Tracer diffusivities of CaO in slags with various chemistry on the basis of previous publication (B: basicity , C: CaO, A: Al2O3, Fe: FeO, M: MO).........61
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Figure 1.22: Comparison of alumina diffusivity data according to Henderson et al. (1961) & Cooper et al. (1964) & Taira et al. (1993) & Lee et al. (2001) (B: basicity, A: Al2O3) – B is the basicity, A is Aluminium concentration. ...........67
Figure 1.23: Chemical diffusivity of iron oxide in CaO – 38 wt% SiO2 – 21 % Al2O3
melts in comparison with the results of other studies at 1300 to 1360 ºC and approximately the same base melt composition as a function of the average iron concentration. ......................................................................................75
Figure 1.24: Diffusion of large molecule (B) due to the movement of small solvent molecule (A) ..............................................................................................81
Figure 1.25: Apparatus for measuring diffusivity of elements dissolved in molten slag by capillary – reservoir technique .....................................................................87
Figure 1.26: Diffusion couple, two capillaries..................................................................91
Figure 1.27: Diffusion couple, two capillaries..................................................................92
Figure 1.28: Diffusion couple, one capillary ....................................................................93
Figure 1.29: The relationship between the mass transfer and Reynolds number according to the previous investigations..................................................................... 105
Figure 2.1: Schematic of the experimental apparatus used for the rotating cylinder tests... 116
Figure 2.2: Photo of the CaO/MgO crucible attached with Zirconia paste to the alumina rod........................................................................................................... 117
Figure 2.3: The Philips XL30 used for the SEM analysis ................................................ 121
Figure 2.4: The CAMECA SX-50 Micro Probe used for the EPMA analysis ................... 123
Figure 3.1: CaO-Al2O3-SiO2 system phase diagram from Slag Atlas (Eisenhuttenleute (1995))..................................................................................................... 127
Figure 3.2: The concentration of CaO (wt%) in the melt with increasing the rotation speed at 1430 ºC ....................................................................................... 128
Figure 3.3: Variation of the dissolution rate of CaO versus the square root of rotation speed in air at 1430 and 1600 ºC ................................................................ 134
Figure 3.4: Variation of the dissolution rate of CaO versus the 0.75-th power of rotation speed in air at 1430 and 1600 ºC ................................................................ 134
Figure 3.5: Variation of the dissolution rate of CaO versus 75.05.0 ωω BA + of rotation speed in air. A and B are defined at 1430 and 1600 ºC ................................. 135
Figure 3.6: Concentration of CaO dissolved in base slag at 90 rpm and in air at 1430 °C .. 137
Figure 3.7: Concentration of CaO dissolved in base slag at 90 rpm and in air at 1500 °C .. 140
Figure 3.8: Concentration of CaO dissolved in base slag at 90 rpm and in air at 1550 °C .. 141
Figure 3.9: Concentration of CaO dissolved in base slag at 90 rpm and in air at 1600 °C . 142
Figure 3.10: Comparison of CaO Concentrations dissolved in slag at 90 rpm and in air at 1430 – 1600 °C ........................................................................................ 143
Figure 3.11: The lime specimen after dissolution in the slag with 5 wt% CaF2 at 90rpm and after reaction time of 20 minutes ......................................................... 145
Figure 3.12: CaO- Al2O3-CaF2 phase diagram according to Mills and Keene (1981)......... 146
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Figure 3.13: Comparison of total CaO content in slag with 5 wt% CaF2 at 90 rpm and in air at 1430 – 1600 °C ................................................................................ 147
Figure 3.14: The lime specimen after dissolution in the slag with 5 wt% Fe2O3 at 90 rpm and after reaction time of 20 minutes ......................................................... 148
Figure 3.15: Comparison of CaO concentrations dissolved in slag with 5 wt% Fe2O3 at 90 rpm and in air at 1430 – 1600 °C........................................................... 149
Figure 3.16: The lime specimen after dissolution in the slag with 5 wt% TiO2 at 90 rpm and after 60 minutes of reaction. ................................................................ 150
Figure 3.17: Comparison of concentrations of CaO dissolved in slag with 5 wt% TiO2 at 90 rpm and in air at 1430 – 1570°C for 1 hour ............................................ 150
Figure 3.18: The lime specimen after dissolution in the slag with 5 wt% ilmenite at 90 rpm and after reaction time of 10 minutes................................................... 152
Figure 3.19: Comparison of concentrations of CaO dissolved in slag with 5 wt% ilmenite at 90 rpm and in air at 1500 – 1600 °C .......................................... 152
Figure 3.20: The lime specimen after dissolution in the slag with 5 wt% Mn2O3 at 90 rpm and after reaction time of 20 minutes................................................... 154
Figure 3.21: Concentration of CaO dissolved in slag with 5 wt% Mn3O4 at 90 rpm and in air at 1430 – 1600 ºC ................................................................................ 154
Figure 3.22: Comparison of concentrations of CaO dissolved in slag with additional 5 wt% SiO2 at 90 rpm in air at 1500 – 1600 °C for 1 hour .............................. 155
Figure 3.23: The rate of dissolution of lime (g/cm2.s) in the slag at various temperatures and with additives..................................................................................... 157
Figure 3.24: The concentration of lime (wt%) in the slag (basicity of 0.9) at various rotation speed at 1500 ºC........................................................................... 158
Figure 3.25: The dissolution rate of CaO with speed 0.5 in slag with basicity of 0.9........... 159
Figure 3.26: The dissolution rate of CaO with speed 07.5 in slag with basicity of 0.9 ......... 159Figure 3.27: CaO-Al2O3-MgO system phase diagram according to Slag Atlas
(Eisenhuttenleute (1995)) .......................................................................... 160
Figure 3.28: Concentration of MgO dissolved in slag at different rotation speed, in air at 1430 °C for 1 hour .................................................................................... 162
Figure 3.29: Dependence of rate of dissolution of MgO with 0.5 -th power of speed........ 163
Figure 3.30: Rate of dissolution of MgO with 0.75-th power of speed............................. 164
Figure 3.31: Variation of the dissolution rate of MgO versus 75.05.0 ωω BA + of rotation speed in air. A and B are defined at 1430 ºC ................................... 164
Figure 3.32: Concentration of MgO dissolved in slag with 5 and 10% Fe2O3 at 90 rpm in air at 1430 °C for 1 hour............................................................................ 165
Figure 3.33: Concentration of MgO dissolved in slag with additives at 90 rpm and in air at 1430 °C for 1 hour ................................................................................ 167
Figure 3.34: Variation of bulk slag composition (wt%) measured by SEM-EDS with the reaction time at 1430 ºC in air.................................................................... 169
Figure 3.35: Interfacial region of CaO in contact with slag at 1430 ºC for the reaction time of 2 hours ......................................................................................... 170
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Figure 3.36: Interfacial region of CaO in contact with slag containing 5 wt% CaF2 at 1430 ºC for the reaction time of 3 hours ..................................................... 172
Figure 3.37: Interfacial region of CaO in contact with slag containing 5 wt% Fe2O3 at 1430 ºC for the reaction time of 3 hours ..................................................... 173
Figure 3.38: Interfacial region of CaO in contact with slag containing 5 wt% TiO2 at 1430 ºC for the reaction time of 3 hours ..................................................... 175
Figure 3.39: Interfacial region of CaO in contact with slag containing 5 wt% ilmenite at 1430 ºC for the reaction time of 3 hours ..................................................... 176
Figure 3.40: Interfacial region of CaO in contact with slag containing 5 wt% Mn3O4 at 1430 ºC for the reaction time of 3 hours ..................................................... 177
Figure 3.41: Interfacial region of CaO in contact with slag containing 5 wt% SiO2 at 1430 ºC for the reaction time of 3 hours ..................................................... 178
Figure 3.42: SEM micrograph of the CaO and slag interface for lime reacting 30 minutes with slag in air at 1430 °C ......................................................................... 180
Figure 3.43: SEM micrograph of the CaO and slag interface for lime reacting 1 hour with slag in air at 1430°C .......................................................................... 181
Figure 3.44: SEM micrograph of the CaO and slag interface for lime reacting 2 hours with slag in air at 1430°C .......................................................................... 181
Figure 3.45: SEM micrograph of the CaO and slag interface for lime reacting 4 hours with slag in air at 1430°C .......................................................................... 182
Figure 3.46: SEM micrograph of the CaO and slag interface for lime reacting 6 hours with slag in air at 1430°C .......................................................................... 182
Figure 3.47: SEM micrograph of the CaO and slag interface for lime reacting 12 hourswith slag in air at 1430°C .......................................................................... 183
Figure 3.48: SEM micrograph of the CaO and slag interface for lime reacting 24 hours with slag in air at 1430°C .......................................................................... 183
Figure 3.49: Thickness of solid layer as a function of square root of time in slag in air at 1430ºC..................................................................................................... 185
Figure 3.50: Interfacial region of CaO in contact with slag (basicity = 0.9) at 1500 ºC for the reaction time of 1 hour ......................................................................... 186
Figure 3.51: Interfacial region of CaO in contact with slag (basicity = 0.9) at 1500 ºC for the reaction time of 2 hours ....................................................................... 187
Figure 3.52: Interfacial region of CaO in contact with slag (basicity = 0.9) at 1500 ºC for the reaction time of 4 hours ....................................................................... 187
Figure 3.53: Interfacial region of CaO in contact with slag (basicity = 0.9) at 1500 ºC for the reaction time of 6 hours ....................................................................... 188
Figure 3.54: Interfacial region of CaO in contact with slag (basicity = 0.9) at 1500 ºC for the reaction time of 11 hours ..................................................................... 188
Figure 3.55: Interfacial region of CaO in contact with slag (basicity = 0.9) at 1500 ºC for the reaction time of 24 hours ..................................................................... 189
Figure 3.56: SEM micrograph of the magnesia / slag interface from the samples left from the rotation experiments at 90 rpm and 1430ºC ................................... 190
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Figure 4.1: Diffusivity of CaO in CaO – 42 wt% Al2O3 – 8 SiO2 slag with 5 wt% addition of CaF2, MnOx, FeOx, TiO2, SiO2 and ilmenite. The activation energy of diffusion calculated on the basis of the slope of these graphs are compared for the base slag (44 kcal/mol) versus the slag with addition of 5 wt% CaF2 (15 kcal/mol). ........................................................................... 204
Figure 4.2: Diffusiv ity of calcium according to the published data and the deduced diffusivity in the present work for base slag –(B: basicity, C: CaO, Al: Al2O3, Fe: FeO, M:Mg) ............................................................................. 209
Figure 4.3: Influence of addition of FeOx and MnOx on the apparent diffusivity of alumina at 1560-1590ºC according to Lee et al. (2001)................................ 214
Figure 4.4: CaO-Al2O3-SiO2 phase diagram................................................................... 217
Figure 4.5: Estimation of CaO diffusion through a solid layer......................................... 219
Figure 4.6: variation (Thickness2) of magnesiowustite layer as a function of time on the basis of work done by Zhang et al. (1994) .................................................. 221
Figure 4.7: Variation of (thickness2) of wustite layer with time deduced from data according to Allen et al. (1995) .................................................................. 222
Figure 4.8: Variation of the (thickness2) of the spinel layer with time deduced from data according to Allen et al. (1995) .................................................................. 222
Figure 4.9: The CaO concentration predicted by mix-controlled model and the experimental data at30 rpm & 1430 ºC ....................................................... 227
Figure 4.10: The CaO concentration predicted by mix-controlled model and the experimental data at 60 rpm & 1430 ºC ...................................................... 228
Figure 4.11: The CaO concentration predicted by mix-controlled model and the experimental data at 90 rpm & 1430 ºC ...................................................... 228
Figure 4.12: The CaO concentration predicted by mix-controlled model and the experimental data at 120 rpm & 1430 ºC .................................................... 229
Figure 4.13: The CaO concentration predicted by mix-controlled model and theexperimental data at150 rpm & 1430 ºC ..................................................... 229
Figure 4.14: Arrhenius plots for calculation of the activation energy for diffusion of CaO in the master slag and slags with additives.................................................. 231
Figure 4.15: Arrhenius plot for the diffusion of Ca2+ in the CaO – 20 wt% Al2O3 – 42% SiO2, used in the calculation of activation energy on the basis of data from Johnston et al. (1974) ................................................................................ 233
Figure 4.16: Arrehnius plot for the diffusion of Ca2+, F-1 and Fe2+ in the CaO – 20 wt% Al2O3 – 42% SiO2 slag, used in the calculation of activation energy according to data from Johnston et al. (1974) .............................................. 234
Figure 4.17: Arrhenius plot for diffusion of Ca in the CaO – SiO2 slags according to diffusivity data from Keller et al. (1979b) ................................................... 236
Figure 4.18: Investigation of applying Eyring theory in diffusion of CaO in the slag ........ 239
Figure 4.19: Electrical conductivity of CaO – SiO2 slag, measured experimentally calculated as a function of mole fraction of silica at 1600 ºC after Keller et al. (1979b) ................................................................................................ 242
Figure A. 1: Concentration of CaO dissolved in slag at 30 rpm and at 1430°C ................. 264
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Figure A. 2: Concentration of CaO dissolved in slag at 60 rpm and at 1430°C ................. 265
Figure A. 3: Concentration of CaO dissolved in slag at 90 rpm and at 1430°C ................. 266
Figure A. 4: Concentration of CaO dissolved in slag at 120 rpm and at 1430°C ............... 267
Figure A. 5: Concentration of CaO dissolved in slag at 150 rpm and in air at 1430°C....... 268
Figure A. 6: Concentration of CaO dissolved in slag with 5 wt% CaF2 at 90 rpm and in air at 1430°C ............................................................................................ 270
Figure A. 7: Concentration of CaO dissolved in slag with 5 wt% CaF2 at 90 rpm and in air at 1500 °C ........................................................................................... 271
Figure A. 8: Concentration of CaO dissolved in slag with 5 wt% CaF2 at 90 rpm and in air at 1550 °C ........................................................................................... 272
Figure A. 9: Concentration of CaO dissolved in slag with 5 wt% CaF2 at 90 rpm and in air at 1600 °C for 1 hour............................................................................ 273
Figure A. 10: Concentration of CaO dissolved in slag with 5 wt% Fe2O3 90 rpm and in air at 1430°C for 1 hour ............................................................................ 275
Figure A. 11: Concentration of CaO dissolved in slag with 5 wt% Fe2O3 at 90 rpm and in air at 1500 °C for 1 hour............................................................................ 276
Figure A. 12: Concentration of CaO dissolved in slag with 5 wt% Fe2O3 at 90 rpm and in air at 1550 °C for 1 hour............................................................................ 277
Figure A. 13: Concentration of CaO dissolved in slag with 5 wt% Fe2O3 at 90 rpm and in air at 1600 °C for 1 hour............................................................................ 278
Figure A. 14: Concentration of CaO dissolved in slag with 5 wt% TiO2 at 90 rpm and in air at 1430°C for 1 hour ............................................................................ 280
Figure A. 15: Concentration of CaO dissolved in slag with 5 wt% TiO2 at 90 rpm and in air at 1500 °C for 1 hour............................................................................ 281
Figure A. 16: Concentration of CaO dissolved in slag with 5 wt% TiO2 at 90 rpm and in air at 1550 °C for 1 hour............................................................................ 282
Figure A. 17: Concentration of CaO dissolved in slag with 5 wt% TiO2 at 90 rpm and in air at 1570°C for 1 hour ............................................................................ 283
Figure A. 18: Concentration of CaO dissolved in slag with 5 wt% ilmenite at 90 rpm and in air at 1500 °C ....................................................................................... 285
Figure A. 19: Concentration of CaO dissolved in slag with 5 wt% ilmenite at 90 rpm and in air at 1550 °C ....................................................................................... 286
Figure A. 20:Concentration of CaO dissolved in slag with 5 wt% ilmenite at 90 rpm and in air at 1570°C ........................................................................................ 287
Figure A. 21: Concentration of CaO dissolved in slag with 5 wt% ilmenite at 90 rpm and in air at 1600 °C ....................................................................................... 288
Figure A. 22: Concentration of CaO dissolved in slag with 5 wt% Mn3O4 at 90 rpm and in air at 1430°C ........................................................................................ 290
Figure A. 23: Concentration of CaO dissolved in slag with 5 wt% Mn3O4 at 90 rpm and in air at 1500 °C ....................................................................................... 291
Figure A. 24: Concentration of CaO dissolved in slag with 5 wt% Mn3O4 at 90 rpm and in air at 1550 °C ....................................................................................... 292
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Figure A. 25: Concentration of CaO dissolved in slag with 5 wt% Mn3O4 at 90 rpm and in air at 1600 °C ....................................................................................... 293
Figure A. 26: Concentration of CaO dissolved in slag with additional 5 wt% SiO2 at 90 rpm and in air at 1500 °C for 1 hour ........................................................... 295
Figure A. 27: Concentration of CaO dissolved in slag with additional 5 wt% SiO2 at 90 rpm and in air at 1550 °C for 1 hour ........................................................... 296
Figure A. 28: Concentration of CaO dissolved in slag with additional 5 wt% SiO2 at 90 rpm and in air at 1600 °C for 1 hour ........................................................... 297
Figure A. 29: Concentration of MgO dissolved in slag with 5 wt% Fe2O3 at 90 rpm in air at 1430°C for 1 hour ................................................................................. 299
Figure A. 30: Concentration of MgO dissolved in slag with 10 wt% Fe 2O3 at 90 rpm in air at 1430°C for 1 hour ............................................................................ 300
Figure A. 31: Concentration of MgO dissolved in slag with addition of 5% CaF2 &5% Fe2O3 at 90 rpm in air at 1430°C for 1 hour ................................................ 302
Figure A. 32: Concentration of MgO dissolved in slag with addition of 5% CaF2 &10% Fe2O3 at 90 rpm in air and at 1430°C for 1 hour .......................................... 303
Figure E. 1: SEM of base slag at 1500 °C for time=0 with 1000 magnification. ............... 325
Figure E. 2: SEM of base slag at 1600 °C for time=0 with 1000 magnification. ............... 325
Figure E. 3: Identified Ca2SiO4 phase by MATLAB program for base slag at 1500 °C for time=0 in a 512 by 512 microns area and 256 by 256 image resolution. ........ 325
Figure E. 4: Identified Ca2SiO4 phase by MATLAB program for base slag at 1600 °C for time=0 in a 512 by 512 microns area and 256 by 256 image resolution. ........ 325
Figure E. 5: The composition of bulk slag at various reaction times in phase diagram for basic slag at 1500 °C................................................................................. 326
Figure E. 6: The composition of bulk slag at various reaction times in phase diagram for basic slag at 1600 °C................................................................................. 327
Figure E. 7: Formation of Ca2SiO4 layer on reaction of lime with master slag at 1600 ºC in the platinum capsule ............................................................................. 328
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LIST OF TABLESTable 1.1: Slag compositions used for the measurements of diffusivity on liquid slags by
Johnston et al. (1974) ..................................................................................38
Table 1.2: Diffusion coefficient of Ca45 in slags studied by Saito et al. (1958) ....................40
Table 1.3: Activation energy of diffusion in the CaO – SiO2 melt as a function of SiO2 content of slag............................................................................................45
Table 1.4: Mass transfer of alumina in the CaO-Al2O3-SiO2 (Al2O3 = 10 wt%) after Taira et al. (1993) and the deduced diffusivity.......................................................65
Table 1.5: Values of mass transfer coefficient after Matsushima et al. (1977) and deduced diffusivity of lime in the slag..........................................................69
Table 1.6: Mass transfer coefficient of dolomite from the Umakoshi et al. (1984b) and deduced diffusivity data for CaO and MgO in the present work.....................72
Table 1.7: The correlations developed previously for mass transfer from rotating solute cylinder to the solvents.............................................................................. 104
Table 2.1: The source and purity of the chemical composition used in the experiment ...... 111
Table 2.2: Chemical composition of ilmenite ................................................................. 112
Table 2.3: XRF analysis of master slag, wt%................................................................. 113
Table 2.4: Chemical composition of various slags for lime dissolution study, wt%........... 114
Table 2.5: composition of slag with additives for magnesia dissolution study, wt%.......... 114
Table 2.6: Standards used in the calibration of Philips XL 30 SEM................................. 122Table 2.7: Standards used in the calibration of SX-50 Micro probe ................................. 124
Table 3.1: The rate of lime dissolution (gr.cm-2.s-1) in the slag at 1430 ºC in air ............... 130
Table 3.2: The rate of dissolution of lime (g/cm2.s) in the slag at various temperatures and with additives..................................................................................... 136
Table 3.3: The variation of CaO concentration in base slag by measurements from XRF analysis at 90 rpm and in air at 1430 °C for 1 hour ...................................... 137
Table 3.4: The variation of CaO concentration in base slag by measurements from XRF analysis at 90 rpm and in air at 1500 °C ..................................................... 140
Table 3.5: The variation of CaO concentration in base slag by measurements from XRF analysis at 90 rpm and in air at 1550 °C ..................................................... 141
Table 3.6: The variation of CaO concentration in base slag by measurements from XRF analysis at 90 rpm and in air at 1600 °C ..................................................... 142
Table 3.7: The rate of dissolution of MgO in the slag at 1430 °C and with various additives .................................................................................................. 166
Table 3.8: SEM – EDS analysis of the bulk slag at1430 ºC in air ................................... 169
Table 3.9: EPMA analysis of the bulk slag close to the lime/master slag interface in air at different temperatures............................................................................ 171
Table 3.10: EPMA analysis of the bulk slag close to the interface of lime/ slag containing 5 wt% CaF2 at various temperatures in air .................................. 171
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Table 3.11: EPMA analysis of the bulk slag close to the interface of lime/ slag containing 5 wt% Fe2O3 at different temperatures in air ............................... 173
Table 3.12: EPMA analysis of the bulk slag close to the interface of lime/ slag containing 5 wt% TiO2 at different temperatures in air................................. 174
Table 3.13: EPMA analysis of the bulk slag close to the interface of lime/ slag containing 5 wt% ilmenite at different times in air ...................................... 175
Table 3.14: EPMA analysis of the bulk slag close to the interface of lime/ slag containing 5 wt% MnOx at various temperatures in air ................................ 176
Table 3.15: EPMA analysis of the bulk slag close to the interface of lime/ slag containing additional 5% SiO2 at various temperatures in air ....................... 178
Table 3.16: The solubility of lime in various slags at different temperatures by FactSage (Bale et al. (2003)) modelling.................................................................... 179
Table 3.17: SEM – EDS analysis of the bulk slag at1430 ºC in air................................... 190
Table 3.18: SEM – The solubility of magnesia in various slags ....................................... 191
Table 4.1: The diffusivity of MgO in the CaO – 56 wt% Al2O3 at 1430ºC in air with additives (wt%)........................................................................................ 201
Table 4.2:Results for the measured diffusivity of CaO in the slag and the calculated slag viscosity at various temperatures ............................................................... 205
Table 4.3: Values for mass transfer coefficient, thickness of boundary layer and deduced effective diffusivity of lime in the slag according to Matsushima et al.(1977) ...................................................................................................... 212
Table 4.4: Activation energy for master slag and slag with additives ............................... 231Table 4.5: The activation energy for binary and ternary slags according to Saito et al.
(1958) ...................................................................................................... 235
Table 4.6: Activation energy for diffusion of various oxides in CaO- 40 wt% SiO2- 20 % Al2O3 slag according to Ukyo et al. (1982) ................................................. 236
Table 4.7: Activation energy from diffusivity data of various ions in liquid CaO- 40 wt% SiO2- 20 % Al2O3 slag according to Nagata et al. (1982) ............................. 237
Table 4.8: Estimated Ionic conductivity ( 11 −−Ω cm ) of CaO-Al2O3-SiO2 slag and slags with 5 wt% additives at various temperatures ............................................. 241
Table 4.9: Estimated activation energy of conductivity for master slag and slags with 5 wt% additives........................................................................................... 244
Table A. 1: XRF analysis of the bulk slag when lime dissolves in slag in air at 30 rpm and 1430°C .............................................................................................. 264
Table A. 2: XRF analysis of the bulk slag when lime dissolves in slag in air at 60 rpm and 1430°C .............................................................................................. 265
Table A. 3: XRF analysis of the bulk slag when lime dissolves in slag in air at 90 rpm and 1430°C .............................................................................................. 266
Table A. 4: XRF analysis of the bulk slag when lime dissolves in slag in air at 120 rpm and 1430°C .............................................................................................. 267
Table A. 5: XRF analysis of the bulk slag when lime dissolves in slag in air at 150 rpm and 1430°C .............................................................................................. 268
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Table A. 6: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% CaF2 in air at 90 rpm and 1430°C....................................................... 270
Table A. 7: XRF analysis of the bulk slag when lime dissolves in slag with addit ion of 5 wt% CaF2 in air at 90 rpm and 1500 °C...................................................... 271
Table A. 8: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% CaF2 in air at 90 rpm and 1550 °C...................................................... 272
Table A. 9: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% CaF2 in air at 90 rpm and 1600 °C...................................................... 273
Table A. 10: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% Fe 2O3 in air at 90 rpm and 1430°C................................................... 275
Table A. 11: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% Fe 2O3 in air at 90 rpm and 1500 °C.................................................. 276
Table A. 12: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% Fe 2O3 in air at 90 rpm and 1550 °C.................................................. 277
Table A. 13: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% Fe 2O3 in air at 90 rpm and 1600 °C.................................................. 278
Table A. 14: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% TiO2 in air at 90 rpm and 1430°C .................................................... 280
Table A. 15: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% TiO2 in air at 90 rpm and 1500 °C ................................................... 281
Table A. 16: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% TiO2 in air at 90 rpm and 1550 °C ................................................... 282
Table A. 17: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% TiO2 in air at 90 rpm and 1570°C .................................................... 283
Table A. 18: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% ilmenite in air at 90 rpm and 1500 °C .............................................. 285
Table A. 19: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% ilmenite in air at 90 rpm and 1550 °C .............................................. 286
Table A. 20: XRF analysis of the bulk slag when lime dissolves in slag with addition of5 wt% ilmenite in air at 90 rpm and 1570°C ............................................... 287
Table A. 21: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% ilmenite in air at 90 rpm and 1600 °C .............................................. 288
Table A. 22: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% Mn3O4 in air at 90 rpm and 1430°C ................................................. 290
Table A. 23: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% Mn3O4 in air at 90 rpm and 1500 °C ................................................ 291
Table A. 24: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% Mn3O4 in air at 90 rpm and 1550 °C ................................................ 292
Table A. 25: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% Mn3O4 in air at 90 rpm and 1600 °C ................................................ 293
Table A. 26: XRF analysis of the bulk slag when lime dissolves in slag with additional 5 wt% SiO2 in air at 90 rpm and 1500 °C ...................................................... 295
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Table A. 27: XRF analysis of the bulk slag when lime dissolves in slag with additional 5 wt% SiO2 in air at 90 rpm and 1550 °C ...................................................... 296
Table A. 28: XRF analysis of the bulk slag when lime dissolves in slag with additional 5 wt% SiO2 in air at 90 rpm and 1600 °C ...................................................... 297
Table A. 29: XRF analysis of the bulk slag when MgO dissolves in slag with addition of 5 wt% Fe 2O3 in air at 90 rpm and 1430°C................................................... 299
Table A. 30: XRF analysis of the bulk slag when MgO dissolves in slag with addition of 10 wt% Fe2O3 in air at 90 rpm and 1430°C................................................. 300
Table A. 31: XRF analysis of the bulk slag when MgO dissolves in slag with addition of 5% CaF2 & 5% Fe2O3 in air at 90 rpm and 1430°C for 1hour ....................... 302
Table A. 32: XRF analysis of the bulk slag when MgO dissolves in slag with addition of 5% CaF2 & 10% Fe2O3 in air and at 90 rpm and 1430°C ............................. 303
Table B. 1: Equations for B-parameters in Urbain model for viscosity............................. 305
Table C. 1: Recommended values for partial molar volume V of various slag constituents at 1500 ºC.............................................................................. 308
Table E. 1: Chemical compositions of Nepheline Syenite ............................................... 329
Table E. 2: Chemical compositions of ilmenite .............................................................. 329
Table E. 3: Growth of Ca2siO4 layer at 1500 °C............................................................. 330
Table E. 4: Mass (grams) of CaO dissolved in the slags (per 100 grams of slag) at 1600 °C............................................................................................................ 330
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CHAPTER 1. Literature review
1.1 Introduction
In secondary steelmaking, synthetic slag is used to influence the final chemistry
and residual oxide inclusions in the steel. The most important functions of the
ladle slag are to: prevent direct contact between the liquid steel and oxidizing
atmosphere, desulphurise the liquid steel and absorb oxide inclusions formed as
the result of deoxidation reactions. Lime based slags are used for aluminum
killed steels, to absorb the alumina and silicate inclusions and form a calcium
alumino-silicate slag with low level of other oxides. Fluorspar (CaF2) is
commonly used as an additive to increase the dissolution rate of calcined lime
into this ladle slag as well as reducing the slag viscosity. While fluorspar is
known to be an effective fluxing agent, there are some drawbacks associated
with its use. These include volatilization of fluorine containing species into the
atmosphere, leaching of the residual fluorine from the discard slag, higher
refractory wear rate and relatively high cost of fluorspar. Therefore, an
alternative flux or slag practice, which will promote rapid and complete
dissolution of lime into slag without adverse technical and environmental effects,
is highly desirable.
1.2 Secondary steelmaking
The purpose of secondary steelmaking (also referred to as ladle metallurgy) is to
produce “clean” steel, which satisfies stringent requirements of surface, internal
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and micro-cleanliness quality and of mechanical properties. Ladle metallurgy is a
secondary step of the steelmaking processes often performed in a ladle after the
initial refining process in a primary furnace is completed.
Increasingly industrial and economic developments in many countries have
increased the demand for high quality steels, such as alloy steels and steels used
in arctic line-pipe and jet aircraft parts. To fulfil their functions these steels must
meet the more stringent requirements that necessitate the use of ladle metallurgy.
With increasing demand for such high quality steels, ladle metallurgy has
became a routine step in the production of steel in the plant.
Although satisfactory for making steels for most applications, conventional
steelmaking and refining practices such as BOP, Q-BOP, open hearth and
electric furnaces could not consistently achieve the high specifications the special
steels had to meet. To remain competitive and maintain production, steelmakers
have accepted the secondary steel refining processes as a crucial part of
steelmaking where it is also the last chance the steelmaker has to improve the
quality of the steel significantly before casting.
Secondary steelmaking processes are adopted primarily to achieve various
objectives. These objectives include:
• Control of gases: degassing (decreasing the concentration of oxygen,
nitrogen and hydrogen in steel);
• Low sulphur contents (normally less than 0.01 wt% and to as low as
0.002 wt%);
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• Micro-cleanliness (removal of undesired non-metallic inclusions,
primarily oxides and sulphides);
• Inclusion morphology (since steelmakers can not remove undesired
oxides completely, this step allows steelmakers to change the
composition and/or shape of the undesired matter left in the steel to make
it compatible with the mechanical properties of the finished steel).
Although secondary steelmaking processes extend the refining capabilities of
modern steel-producing facilities, various prerequisites must be met for effective
utilization of these processes.
Temperature and chemical composition of the raw steel must meet the
specification in the primary furnace and must be maintained through tap time
into the ladle or secondary vessel to produce quality steel. Accurate assessment
of temperature, chemical composition, and quantity of steel in the ladle are
important. Precise chemical composition control is also dependant on accurate
charge-control measurements and good tapping practices, as is the provisioning
for further processing.
Efficient ladle desulphurization of steel and ladle refining to produce ultraclean
steels are attained only when the steel is treated under a basic, nonoxidizing
“slag”. Ladle-refining methods were also developed whereby the addition of a
nonoxidizing slag to the ladle as a supplement to low-cost argon gas stirring
treatments produced cleaner steel. Synthetic slags must meet the general
requirements such as: low oxygen potential, low melting point, moderate fluidity
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and large solubility for alumina and sulphur. The slags having these
characteristics are generally found in the CaO – SiO2 – Al2O3 system. Synthetic
slags of this type are added to the ladle during or after tapping to provide refining
of the steel.
The chemistry of synthetic slag plays a major role in the function of ladle
steelmaking and will be presented in the next section.
1.3 Ladle slag and dissolution of lime in the slag
The recovery and impurity content of liquid steel in steelmaking processes is
influenced by the physico-chemical properties of the molten slag and metal as
well as physical processes such as mixing. Synthetic slag is being used in
secondary steelmaking to:
• Remove impurities such as sulphur from the steel.
• Absorb non-metallic inclusions such as Al2O3 or MnO-SiO2 which are
formed as products during of steel.
• Insulate the steel from the atmosphere and reduce heat losses while
suppressing oxygen pick-up from the air, etc.
Lime is one of the ingredients used in making ladle slag, especially when a
calcium aluminate based slag is employed for refining the steel. Usually argon is
used to stir and homogenise the bath, by injection into the steel ladle.
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When the principal slag component is lime, its main purpose is to de-sulphurise
the steel according to the following reaction:
( ) ][)(][ OCaSSCaO +=+ (1.1)
Where ( ) indicates the species is in the slag phase and [ ] the metal phase.
It is well known that the chemistry of this slag and the progress of slag-metal
reactions in the steelmaking process, is largely influenced by the lime content,
and accordingly by the dissolution rate of solid lime into the slag. The effective
dissolution of solid lime into slag plays an important role in steelmaking
practices. However, lime has a very high melting point of 2570 °C. As,
maintaining high basicity slags for the desulphurisation and dephosphorization of
steel requires close control of lime-silica ratio; therefore, silica, as a flux cannot
be used to aid slag formation.
1.4 Fluospar as flux to aid lime dissolution
With reference to reaction in Equation (1.1), a decrease in slag viscosity
promotes desulphurisation through an increase in reaction kinetics. However, an
increased level of fluidity promotes corrosion/erosion between slag and
refractory. Therefore, a balance must be obtained between a fluid slag, which
promotes adequate refining, and a viscous slag, which provides adequate
refractory protection. Generally, many grades of steel require lime-based slag
with addition of the fluxing agent to increase the rate of lime dissolution.
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Thus in order to promote favourable chemical reactions during the process while
having a fluid slag, there is a need for an axillary flux. Fluxes are required in
steelmaking basically:
• to lower the melting point of slags so that slags of higher basicity can be
used to reduce the levels of residuals in steel.
• to decrease the viscosity of slags and thus speed up refining reactions.
Calcium fluoride is known to be an effective flux, which accelerates the
dissolution of CaO in the slag by lowering the liquidus temperature and viscosity
of slags (Tribe, Kingston, MacDonald and Caley (1994)). Fluorspar, which
consists of calcium fluoride, is most widely used flux in the steelmaking
industry. Presently, the replacement of fluorspar has become of interest, because
of the associated environmental and economical concerns such as:
• Emission of hazardous fluoride gaseous species, such as SiF4, HF and
NaF, including the vapour species CaF2 (Turkdogan (1985)).
• Leaching of fluorine from generated slags.
• The relatively high cost of fluorspar (Kor (1977)).
• Dwindling accessible supplies. In USA, the industries depend on foreign
supplies of fluorspar from Mexico and other source and in Australia the
supply is partly met by imports from China.
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For these reasons, there has been effort in developing alternatives to partially or
fully replace fluorspar.
1.4.1 Use of fluorspar in Australian steel industry
Australia has three major steel producers, Bluescope Steel, OneSteel and
Smorgon. Both Bluescope and OneSteel operate integrated steel works, in which
iron ore is reduced in blast furnaces to produce liquid iron, which is then
converted to steel. Smorgon on the other hand operates only Electric Arc
Furnaces (EAF). The process uses mainly steel scraps as feed material. OneSteel
also has a mini-mill in Sydney, which has no primary iron making and operates
EAF using scraps for steel making only.
Bluescope uses about 1 kg fluorspar per tonne of steel in the BOS furnace. In the
ladle, they use much less, about 0.1 kg per tonne and are trying to eliminate the
use of fluorspar. Apparently they do not measure the off gases from fluorspar
addition; however, it is noted that there is a mass imbalance (loss) when they
measure what ends up in a known mass of slag from a given amount added,
indicating that the fluoride partially reports to the fume/dust. Leachate is
measured at various sites surrounding the slag processing area. Further
information on these data has been requested but is not available at the time of
this report.
In Onesteel, fluorspar is currently used in the ladle metallurgy furnaces (LMF).
They used fluorspar in the past in the BOF practice but it showed drawbacks, so
the practice was stopped. (There is no detail publicised.) For the LMF typically
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40 kg of spar is added in a total addition of fluxes around 2 tonne. It was reported
that no environmental work has been done in measuring the off-gases or on the
measurement of leachate from the slag to the surroundings.
A rough estimate indicates that the tonnage of fluorspar utilized is in the order of
5 - 10 kt/a between BlueScope and OneSteel.
1.5 Factors affecting dissolution
Generally, the rate of dissolution of solid oxides such as lime into a molten slag
is affected by:
• Solubility of solid oxide in the slag;
• Rate of flow of the molten slag past the solid oxide;
• Physical properties of the solid oxide;
• Possible formation of a solid phase at the interface between solid oxide
and slag;
• Viscosity of slag;
• Diffusion of solid oxide in the liquid slag.
1.5.1 A guide for the literature review
During the next section of this chapter, the available published data on the factors
affecting the dissolution of lime/magnesia will be investigated and the tools for
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prediction of these effects will be studied. As CaF2 is currently being used in
ladle slag to promote the dissolution of lime, the published data on the effect of
this flux and potential substitute oxides on the factors affecting the rate of lime
dissolution in slag will be investigated.
1.5.2 Rate of flow of the molten slag past the solid oxide
Many of the secondary steelmaking processes make use of argon bubbling
treatment to stirr the steel bath, to promote bulk movement of the liquid steel for
chemical and thermal homogeneity and to promote intimate slag and metal
mixing for refining operations. The injection of an inert gas into steel offers a
simple and inexpensive method to decrease the thickness of the stagnant slag
boundary layer by convective mixing in the bulk slag, and thus improves the rate
of mass transfer.
1.5.3 Solubility of solid oxide in the slag
The dissolution of solid oxides in molten slag is directly related to the saturation
level of solid oxides in the slag. The higher the solubility of solids in the slag the
larger the driving force for the solid oxide to dissolve in the slag. For the purpose
of the present work, the solubility of lime in the CaO – SiO2 – Al2O3 slag and
magnesia in CaO – Al2O3 slag at various temperatures can be found by from
ternary phase diagram according to Figure 1.1 and Figure 1.2.
The solubility of lime in the low silica ladle slag could be determined from the
intersection of the line connecting the composition of bulk slag to the corner of
CaO and the liquidus lines for various temperatures in the phase diagram. The
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dashed lines show the estimated liquidus boundaries in the phase diagram. The
effect of additives investigated in the present work, on the liquidus temperature
might be studied in the quaternary phase diagrams of CaO – SiO2 – Al2O3 – X,
where X = CaF2, FeOx, TiO2, ilmenite, MnOx, etc.
Figure 1.1: CaO-Al2O3-SiO2 phase diagram in Slag Atlas (Eisenhuttenleute(1995))
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Figure 1.2: CaO – Al2O3 – MgO phase diagram in Slag Atlas (Eisenhuttenleute (1995))
The tentative liquidus surfaces in the system Al2O3 – CaO – SiO2 - FeOx was
measured by Kalmanovitch and Williamson (1984) & (1986) but they did not
consider slags with low concentration of silica.
Baisanov, Takenov, Gabdullin and Buketov (1983) and Takenov (1987)
investigated liquidus surface in Al2O3 – CaO – MnOx – SiO2 where the focus was
mainly on the coexisting phases in the melt.
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The liquidus surface in the system of Al2O3 – CaO – SiO2 – TiO2 was measured
by Pierre (1954) & (1956) but they just considered the slags with 10 and 20 wt%
Al2O3.
Nadyrbekov, Akberdin, Kulikov and Kim (1980) studied the crystallisation
temperatures in the Al2O3 – CaF2 – CaO – SiO2 system with 2, 4, 6, 8, 10 mass %
CaF2 and the deduced the information from viscosity versus temperature curves.
But they did not consider slag with low silica content.
In the case of MgO, one can find the solubility of MgO in the established CaO –
Al2O3 – MgO phase diagram, but for slag with addition of FeOx and CaF2, no
data was found in the published literature.
The solubility of solid oxides in the slag can also be determined from the
thermodynamic modelling, although its accuracy greatly depends on the
verification of the results by the experimental data.
Therefore, there are gaps in the published data on the measured solubility of lime
in ladle slag with the above mentioned additives and the solubility of magnesia in
the calcium aluminate slags with the mentioned additives.
1.5.4 Physical properties of solid oxides
Natalie and Evans (1979) studied the relationship between lime properties and
the rate of dissolution in molten slags. They subjected lime samples to a series of
tests such as; water reactivity test, mercury penetration porosimetry and surface
area measurement aimed at the characterizing their structure. They applied the
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water ASTM test and the rotating lime in slag test to estimate the reactivity of
different lime samples. In these water ASTM tests, the reactivity is assessed from
the temperature rise in water. The authors found that the pre-treatment of the
lime in the kiln had significant effect on the reactivity result, with hard burnt
lime the least reactive and soft burnt lime the most reactive. According to their
mercury penetration porosimetry results, the soft burnt lime had the highest
porosity and also the soft-burnt lime had larger pores compared with other limes.
The lime samples with higher reactivity had higher porosity and total pore
volumes. Then the rate of dissolution of lime samples was examined by rotating
lime specimen in the CaO – FeOx – SiO2 slag at 1350ºC. The rate of dissolution
was measured on the basis of the reduction in diameter of the cylindrical lime
samples. It appeared that soft burnt limes dissolved more rapidly in the slag
compared with other samples and the rate of dissolution was found to be directly
dependent on the pore surface area. They postulated that the dissolution of lime
takes place within pores by penetration of slag into the lime, this dissolution
process would thus result in faster dissolution of porous, soft burnt lime. They
concluded that more reactive porous limes dissolve more rapidly in the slag.
Umakoshi, Mori and Kawai (1984b) studied the dissolution of burnt dolomite
with the apparent porosities of 20 to 35% into the molten FeOx – CaO – SiO2 in
the temperature range of 1350 to 1425ºC. They found that the dissolution rate
was increased by about 20% when the apparent porosity was increased, although
the mass flux into the slag was scarcely changed. It was postulated that the
penetration of molten slag into burnt dolomite pores increased with increasing
apparent porosity.
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1.5.5 Formation of a product layer at the solid oxises/slag interface
According to phase equilibria data and observations made by researchers, (Slag
Atlas (Eisenhuttenleute (1995)) formation of a solid layer of oxide e.g.
2CaO.SiO 2 takes place at solid oxide/ slag interface, which may prevent the
direct contact of solute with the slag. Formation of such a layer lowers the rate of
dissolution because of the lower mass transfer rate through the solid.
Natalie et al. (1979) performed experiments in which the lime samples with
various porosities were dissolved in two types of slag, i.e. (FeOx – 12 wt% SiO2
– 10 % CaO) at 1350ºC and (FeOx – 18 wt% SiO2 – 27 % CaO – 10 wt% CaF2)
at 1400°C. They reported that a layer of dicalcium silicate was formed a few
micrometers away from the lime. It is postulated that this observed layer might
have been anchored to its position by chemical or electrochemical bonding
phenimena. This layer was reported to be discontinuous in the presence of FeOx.
The formation of this layer appeared to have a substantial effect on the
concentration profile. However they did not report the effect of slag composition
on the morphology of this layer.
Matsushima, Yadoomaru, Mori and Kawai (1977) studied the mechanism of
dissolution of a static solid lime in a slag, by dipping a single crystal of lime into
slag bath of CaO – 40 wt% SiO2 – 20 % Al2O3 and CaO – 40 wt% SiO2 – 20 %
FeOx at 1400 – 1500 ºC. They used the crystal of CaO to avoid the complexity
due to the porosity of the sintered lime. It was observed that a layer of
2CaO.SiO 2 formed at places slightly apart from the interface, which retarded the
dissolution. The slag near the interface was enriched in Al2O3 or FeO as shown
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in Figure 1.3. It was also observed that the lime dissolution rate into slags
containing high FeO and low SiO 2 was greater than rates for slags with low FeO
and high SiO2. This observation was explained on the basis that formation of
2CaO.SiO 2 and 3CaO.SiO 2 layers in slag of high FeO was discontinuous and
thus had small retarding effect on the dissolution rate of lime, whereas in slags of
high SiO2 and low FeO, the layer was dense and continuous hence retarded the
rate of dissolution markedly.
Figure 1.3: Schematic diagram of distribution of slag components near the interface according to Matsushima et al. (1977)
Noguchi, Ueda and Yanagase (1976) studied the rate of dissolution CaO crystals
into the CaO – 45 wt% SiO2 melt at 1500 ºC using a hot stage microscope. They
observed a layer of 2CaO.SiO 2 formed around the CaO, grew with time. They
also studied the effect of addition of FeO (2 to 40 wt%) on the morphology of the
reaction layer. It was shown that by increasing FeO content of slag, some cracks
formed on the 2CaO.SiO 2 layer and the formation of 3CaO. SiO 2 layer and (Ca,
Fe) O solution were also observed between lime and 2CaO.SiO 2 layer.
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Williams, Sunderland and Briggs (1982) investigated the dissolution of lime and
dolomite in iron-silicate melts at 1300°C and reported the existence of four
distinct zones. The iron-silicate melt became separated from the lime specimen
by a zone of 2CaO.SiO 2 and FeO rich region. Initially a granular form of
2CaO.SiO 2 was precipitated which gradually sintered and formed a continuous
barrier around the lime sample. In case of a soft burnt lime an FeO rich, two
phase region between 2CaO.SiO 2 and lime sample was formed. After 120
seconds, the 2CaO.SiO 2 layer lost its appearance and produced a solid irregular
shaped layer. Soft burnt lime produced greater proportion of FeO-rich liquid
between 2CaO.SiO 2/lime interface than hard burnt lime. Addition of 5 wt %
MgO to iron-silicate melt produced an extensive and dispersed zone of
2CaO.SiO 2 which was discontinuous and no longer formed a barrier to melt
penetration.
Umakoshi et al. (1984b) reported that when burnt dolomite was immersed and
rotated into stagnant molten slag of (15 – 40 wt%) CaO - (15 – 50 %)SiO2 - (20 –
70 %) FeOx, a solid solution film of 2CaO.SiO 2 and (Ca, Fe)O was formed at a
short distance from the surface of dolomite and at the same time CaO and MgO
began to dissolve individually. But due to the difference in crystal structure of
CaO and MgO, 2CaO.SiO 2 detached easily and dispersed into bulk slag phase
under forced convection. The molten slag rich in FeO penetrated into gaps and
formed dense (Fe, Mg)O film, hence dissolution of MgO proceeded through the
dissolution of (Fe, Mg)O solid solution formed on the surface.
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Satyoko and Lee (1999) studied the dissolution of doloma and dolomite at
1350ºC in the stagnant melt of CaO – 4 wt% MgO – 30 % SiO 2 – 30 % FeOx – 6
% MnOx. Their results showed that molten slag penetrated into the doloma
through pores and/or cracks, then reacted with MgO and CaO forming low
melting phases of ((Fe, Mg)O) and dicalcium ferrite (2CaO.Fe2O3). The
formation of these phases indicated the breakdown of the 2CaO.SiO 2 layer
formed at the lime/slag interface, making it easier for slag to penetrate through.
In the dissolution of dolomite, the formation of CO2 claimed to act as a barrier
for further dissolution. Also the formation of 2CaO.SiO 2 was shown to be
accelerated by localized cooling due to CO2 gas evolution. On the basis of this
work; Satyoko, Lee, Parry, Richards and Houldsworth (2003) suggested iron
oxide enrichment of doloma using mill scale as a substitute material for normal
doloma in a BOF flux charge.
Kor, Martonik and Miller (1986) investigated the effect of temperature and
degree of calcination of lime on its dissolution rates in the slag. They found that
lime calcined at 900ºC dissolves about twice as fast in a FeO – 30 wt% SiO 2 slag
as lime calcined at 1200ºC. However, the calcination temperature hardly affected
the dissolution rate in FeO – 25 wt% SiO2 – 15 % CaO slags. They explained
their observations by making use of the lime dissolution mechanism in FeO –
SiO2 – CaO slags as proposed by Oeters and Scheel (1971). This mechanism is
based on the counter diffusion of CaO and SiO 2 and relates the dissolution rates
of lime to the formation of a dicalcium silicate phase within the slag phase, a
certain distance away from the lime-slag interface. The magnitude of this
distance, according to the proposed mechanism, is determined by the relative
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magnitude of the diffusive fluxes of CaO and SiO 2. The lower the diffusive flux
of CaO with respect to that of SiO 2, the further away from the lime-slag interface
the formation of the Ca2SiO4 phase takes place. For slags containing 70 wt%
FeO, the thickness of the 2CaO.SiO 2 phase was small and was expected to be less
coherent for lime calcined at 900 ºC. This was explained as small particles would
detach early from the lime spheroid calcined at 900 ºC and this would form an
incoherent 2CaO.SiO 2 phase, causing the CaO to more rapidly diffuse into the
slag phase. This mechanism was claimed not to occur in lime calcined at 1200 ºC
and explained why the dissolution of calcined at 1200 ºC was slower than that for
lime calcined at 900 ºC. The authors also show that the degree of calcination of
the lime (amount of CO2 remaining) has a significant effect on the lime
dissolution rate. For lime containing residual quantities of CO2 (degree of
calcination <100%), the faster dissolution rate observed which was claimed to be
attributed to CO2 bubbles disturbed the 2CaO.SiO 2 layer and generally increased
the mass transfer coefficient through agitation of the melt.
According to the analysis by Turkdogan (1983), the penetration of iron oxide
rich slag through the cracks in the solid layer to the surface of lime particles
provides a passage for calcium and oxygen ions to diffuse into the slag bulk, thus
facilitating the rate of dissolution. With porous lime the depth of slag penetration
into the reacted zone is greater, and the rate of dissolution is much faster, as
would be expected from an increase in the solid/liquid contact area. Slag
penetration into the pores and between the lime and dicalcium silicate also
contributes to the disintegration of the particle and thus accelerates the rate of
lime dissolution.
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Finn, Cripps and McCarthy (1973) investigated the dissolution of burnt lime in
the basic oxygen steelmaking slags and proposed the concept of coating lime
with iron ore during calcination. They explained that the structure of burnt lime
is dependant on the raw limestone and more importantly, on the temperature
reached during calcination. Hard – burning, at temperatures of order of 1400ºC,
produces a relatively coarse- grained, chemically unreactive, sintered structure
with large pores and fissures. Soft – burning, at about 1000ºC, yields a finer,
more porous structure, with a larger, more reactive, surface area. However,
during the steelmaking process, as the temperature rises from 1400 to 1600 ºC,
solid lime remaining in the slag tends to become hard – burnt. The authors
mentioned that at the lime/slag interface, there are two competing reactions
possible:
• Absorption of iron oxide on solid lime to form low melting point calcium
ferrite.
• Reaction with silica in the slag to form solid silicates, mainly dicalcium
silicate, 2CaO.SiO 2.
The first reaction was claimed to bring the lime into solution while the second
tends to form a solid layer around the lime inhibiting the solution of lime in the
slag. The difference in the rate of solution of hard and soft burnt limes was
related to the first reaction. They argued that the denser structure of hard burnt
lime inhibits the absorption of FeO and formation of liquid ferrite; instead, it
provides a continuous foundation for an adherent 2CaO.SiO 2. Conversely, FeO is
readily absorbed in the porous structure of soft burnt lime, dissolves it, dilutes
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the CaO and inhibits the formation of a continuous layer of 2CaO.SiO 2. This
layer decreases the rate of further reaction until it is dissolved or mechanically
broken or removed. The authors mentioned that the dissolution of this protective
layer could be promoted by addition of fluxes to the slag, which lowers the
liquidus temperature at the 2CaO.SiO 2 end of the pseudo – binary mixture with
that flux. High FeO slags could promote the dissolution of lime directly and also
the dissolution of 2CaO.SiO 2, but in practice, FeO concentrations are not
sufficient unless the lime is burnt at low temperature. It was explained that
Fluorspar was a standard flux for promotion of lime dissolution but
environmental concerns associated with the use of this flux, increasing demands
and decreasing availability of metallurgical grade fluorspar have led the steel
companies to an intensive search for suitable alternatives. The authors proposed
that an alternative approach to the problem was to prevent the formation of
dicalcium silicate layer rather than attempt to dissolve it once formed. From
consideration of the mechanism of lime dissolution, it was postulated that, if each
lime particle were surface impregnated with iron oxide prior to contact with the
BOS slag, this layer, at temperatures, would form an intermediate liquid phase
between the lime and the slag preventing the formation of an adherent layer of
dicalcium silicate. It was also postulated that this phase would advance into the
lime particle ahead of its external surface as solution progressed. The authors
carried out laboratory tests, during which the coated and uncoated lime samples
were immersed for the required time in the slag at 1400ºC and then rapidly
removed from the crucible. The samples were mounted and sectioned for XRD
and microscope examination to identify the various phases. For the coated lime,
as it absorbed sufficient iron oxide ahead of its contact with silicates, the
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particles assumed a structure of FeO in solid solution in lime (C (W)) grains in a
largely continuous matrix of low melting point dicalcium ferrite, which rendered
it mechanically weak and therefore readily disintegrated in the slag. Also SiO 2
present in the solution, or as 2CaO.SiO 2, formed 3CaO.SiO 2, which precipitated
as separate hexagonal prisms and these provided less resistance to further
absorption of liquid slag. However, in the uncoated hard – burnt lime, a layer of
C (W) formed on the surface with insufficient dicalcium ferrite being produced
to weaken the particle mechanically or react the 2CaO.SiO2 layer with lime. Also
the FeO in the solid solution layer was a firm basis on which 2CaO.SiO 2 formed
a continuous layer, which prevented further reaction. Their results confirmed the
postulated mechanisms and indicated that a preliminary coating with iron oxide
can provide sufficient calcium ferrite to alter the mechanism radically and
thereby obtain rapid solution of the lime into the slag. Finally, the authors
indicated the feasibility of manufacturing coated lime with iron oxide in a rotary
kiln providing proportion and size and kiln temperature are controlled.
Zhang and Seetharaman (1994) studied the dissolution of MgO in CaO – FeO –
CaF2 – SiO2 slags in the temperature range 1573-1673 K under static conditions.
They identified formation of a magnesiowustite solid solution layer at the
MgO/slag interface. They measured the thickness of the product layer, change in
the dimension of MgO sample and the concentration profile of Mg in the product
layer and in the melt. It was shown that the thickness of the product layer was
changing linearly with time. The effect of CaF2 on the dissolution of MgO in the
slag was also studied. The dissolution of MgO increased with CaF2 content in the
slag. The thickness of the solid-solution layer also increased with the
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concentration of CaF2 below 15 wt% and decreased substantially at higher levels
of CaF2. Based on the experimental observation, the authors proposed that the
dissolution of the magnesiowustite layer in the slag was faster than its growth
rate in the early stages of the dissolution. In later stages, it was shown that the
dissolution of solid solution in the slag was slower than its growth. It was
concluded that the mechanism of MgO dissolution is consist of two parallel
steps:(a) the formation of solid solution Mg1-x FexO and (b) the dissolution of
solid solution in the slag and proposed that the rate of growth of the
magnesiowustite layer could be the rate-controlling step in the dissolution of
MgO in slags.
Bygden, DebRoy and Seetharaman (1994) studied the dissolution of dense MgO
in (10 – 25 wt%) CaO – (45 – 60 %) FeO – (30 – 45 %) SiO 2 slag in the
temperature range of 1473-1673 K. They found that a layer of Wustite, (Fe,
Mg)O, and a silicate layer formed surrounding the MgO. They also suggested
that slag attack of MgO was in three steps; first the formation of the
magnesiowustite solid solution, followed by diffusion of the core MgO into the
(Fe.Mg)O layer and then chemical dissolution of this layer that increased linearly
with square root of time , suggesting that it was solid diffusion controlled. The
dissolution of MgO increased with the increase of FeO, and decreased with the
increase of CaO content in slag.
Sandhage and Yurek (1988) & (1990) investigated the dissolution of sapphire in
slag of CaO – 20 wt% Al2O3 – 40 % SiO2 – 5 % MgO with variable amount of
MgO. It was found that at lowest amount of MgO (5 wt%) and at 1450°C and
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1550 °C, sapphire dissolved directly and without formation of any layer in the
slag, as it was observed that only isolated particles of spinel was formed in the
sapphire/melt interface. It was found by the authors that the dissolution was
slowed down by formation of a layer of spinel at 1450°C when the magnesia
content of the slag was 10 – 15 wt% and also at 1550 °C when the magnesia
content was more that 5 wt%, so the dissolution was continued in an indirect
way. They argued that the process of steady-state, indirect sapphire dissolution
into the melt consisted of two components, which operated in parallel: the rate of
formation of the spinel reaction product, and the rate of dissolution of the spinel
reaction product. It was postulated that the solid-state diffusion of a reactant or
product species was the slowest step in formation of the spinel and that the
liquid-phase diffusion of a reactant or product species was the slowest step in the
dissolution of the spinel.
It can be concluded that solid oxide dissolution often involves the formation of
an intermediate solid oxide reaction product which itself dissolves into the melt.
Formation and stability of these solid phases are in accord with established phase
diagrams for slag systems, thus in general the formation of any product layer at
solid oxide/slag interface for a given slag composition and temperature can be
predicted by studying the phase diagram and application of the thermodynamic
models.
1.5.6 Viscosity of slag
Viscosity is one of the key properties, which can influence the dissolution of lime
in slag. Viscosity affects the mass transfer of ions through the liquid slag, to and
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from the solid oxides and slag interface. Another aspect of furnace performance,
which is influenced by slag viscosity, is refractory life, since the rate of attack by
a potentially corrosive slag is reduced if that slag is very viscous. Therefore
requirements dictate that slags should achieve a ‘rheological balance’ between
being adequately fluid, to have the rate of reaction high, and not being too fluid
to cause excessive corrosion/erosion of the refractory.
The viscosity of slag depends on composition and temperature, and since the
viscosities of metallurgical slags have an important influence on furnace
operation, then accurate experimental data and predictive models of the viscosity
of slags have always been desirable. There are many published data on the
viscosity of CaO – Al2O3 – SiO2 which has been measured experimentally.
Methods used to determine viscosity of slags include: Capillary method, Falling
body method, Rotating cylinder method, Oscillating method. It was shown by
various experimental data that the prime source of experimental uncertainties
were:
• Changes in the composition of the melt due to the reaction between the
melt and graphite, where graphite crucibles are used.
• To lesser extend, errors in temperatures of the melt.
According to the published data, most viscosity measurements were subject to
experimental uncertainties of ± 25%, where in some cases experimental
uncertainties could be %50±> , although experimental uncertainties of ± 10%
could be achieved by careful calibration of viscosimeters with high and low
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temperature reference materials. Viscosity of some slags are available in the
literature, such as in Slag Atlas (Eisenhuttenleute (1995)).
It is often the case, however, that experimental information on the slag viscosities
is not available for the particular composition and conditions of interest to a
particular practice. In this event, mathematical models can be used to predict the
trends in viscosity as a function of the key variables, and so assist in the selection
of process conditions and the optimization of the performance of the system of
interest. The viscosity models normally utilize the temperature and composition
dependency of the viscosity in various forms.
A number of viscosity models make use of Arrhenius Equation (1.2) to describe
the temperature dependence of silicate viscosity;
⎟⎠⎞⎜
⎝⎛=
RTEA A
A expη (1.2)
Where η is the viscosity, E is the activation energy, R is the gas constant, and
T is the temperature in K. Viscosity-temperature data are, on the basis of the
above equations, usually presented in the form of ηln as a function of reciprocal
temperature (T-1). It is, however important to point out that the viscosity-
temperature plots for silicates usually show a slight curvature.
Many viscosity models are based on the Weymann – Frenkel (WF) kinetic theory
of liquids. In many cases, these models have been found to give better agreement
with experimental data than can be achieved using the Arrhenius expression:
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⎟⎠⎞⎜
⎝⎛=
RTE
TAw expη (1.3)
The modified WF equation for slag viscosity developed by Urbain (1987) &
Urbain and Boiret (1990) is given by the following expression:
⎟⎟⎠
⎞⎜⎜⎝
⎛=
TB
AT310
expη (1.4)
Where A and B are compositionally dependant parameters. These classes of
oxides are introduced in the Urbain model as: glass formers, modifiers, and
amphoterics. Silicon dioxide (SiO 2) is an example of a glass – forming
component, which is characterized by a net structure and very high viscosity.
Modifier oxides containing e.g., Na+, K+, Ca2+, Fe2+ and Mg2+ ions modify or
break the net structure and lower the viscosity. Oxides such as Al2O3 or Cr2O3
can behave either as modifier or glass former, depending on the concentrations of
other constituents of slag. From the analysis of experimental data, Urbain
postulated that the parameter B increases proportionally to the third power of XG;
(XG, XM and XA are the corresponding molar fractions of glass – forming,
modifier, and amphoteric components). At a given XG, the parameter B has a
maximum value at the intermediate ratio of modifier to amphoteric fraction, XM/(
XM + XA ), this latter compositional dependence can be described by the second
power parabola. The parameter A is linked to B by the “compensation law”:
nmBA +−=ln , where m and n are constants.
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Riboud, Roux, Lucas and Gaye (1981) using Urbain formalism which corrected
compositional dependence of A and B, successfully applied the model to
describe the viscosities of some industrial mold fluxes. It was reported that
between these two models, the model of Urbain gives a slightly better fit than the
Riboud model according to Slag Atlas (Eisenhuttenleute (1995)).
Hu and Reddy (1988) used a Weyman – type Equation (1.2) to describe the
viscosities of slags (Reddy model). The compositional dependence was estimated
by hole theory and “atomic pair model” of the slag structure. The Reddy model
has been applied to some binary systems and some ternary borosilicates.
Seetharaman and Sichen (1994) & Sichen, Bygden and Seetharaman (1994)
developed a KTH model, for estimation of viscosities of multi-component slags.
This model adopts the Arrhenius Equation (1.2) and Eyring equation for the
description of viscosities by estimation of the Gibbs energies of activation for
viscosities of pure components and in the case of multi-component solutions, the
non- linear variation of the activation Gibbs energies are included. The activation
energy for viscous flow was modelled in analogy with the modelling of Gibbs
energy.
The quasi – structural models have been developed to take into account the
complex internal structures of molten slags. Zhang and Jahanshahi (1998b) &
(1998a) developed a structurally related viscosity model, which, was originally
applied to three binary and two ternary melts. The temperature dependence of
viscosities was described by the Weyman Equation (1.3) but linked the
parameters to the concentrations of bridging, non – bridging, and free oxygens,
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which were calculated using a thermodynamic “cell model” of slag structure. The
composition effect in the slag was also modelled by expressing the activation
energy of the slag as a function of structural parameters, namely, the fraction of
bridging and free oxygen ions, which relate directly to the bonding environment
in the silicate melts. The results from this model showed that it can be used to
calculate the viscosity of homogeneous multi-component silicate melts over the
broad temperature and composition ranges according to Sun, Zhang and
Jahanshahi (2003).
Mills and Sridhar (1999) developed the NPL model, which uses the Arrhenius
equation for temperature dependence of slag viscosity, but links the
compositional dependence to the corrected optical basicity of the slag, which in
turn can be obtained from experimental data or estimated. This model was
successfully applied to a range of metallurgical slag compositions as well as
mold fluxes, although it can be used only in limited compositional ranges.
Iida, Sakai, Kita and Shigeno (2000) & Iida and Kita (2002) used a quasi-
structural approach towards the modelling of slag viscosities as functions of
composition. Their model was based on an Arrhenius-type equation, wherein a
“modified basicity index” is used to link so-called structurally related “ network
parameters” to the viscosity. This model was used to describe experimental
viscosity measurements on mold fluxes.
Kondratiev and Jak (2001b) & (2001a) have revised and expanded the Urbain
formalisation so that separate model parameters can be included for the various
chemical components. The major advantages of this modified Urbain model is
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that it enables the difference in chemistry of individual components to be taken
into account while retaining the strength of the Urbain assumptions, i.e. the
silicate slag viscosity increases with third power of the glass former
concentration and exhibits parabolic behaviour with varying proportions of
amphoterics and network modifiers
In the recent work by Seetharaman, Mukai and Sichen (2004) a set of
compositions for binary, ternary, quaternary, and multicomponent slag systems
was distributed to the authors of various models. The authors obtained the
corresponding experimental results by the rotating cylinder method. The
experimental results were compared with the results of the viscosity data, which
was carried out by the modellers themselves. It was shown that the various
models were able to approximately predict the order of magnitude of viscosities
for the various systems. In most cases, Idia’s model was able to predict the
viscosities close to the experimentation while the KTH model also seemed to
predict the viscosities of the binary, ternary and quaternary slags reasonably well.
The other models did not seem to deviate drastically from the experimental
values.
The discrepancies between the experimental values and the predicted values are
of the order of 25-30%, which are similar to the experimental uncertainties for
the viscosity measurements. Therefore the viscosity of molten slag can be
predicted by using one of the established models.
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1.5.6.1 Effect of additives on the viscosity of slag
The effect of additives like, CaF2, FeO and TiO2 on the viscosity of CaO – Al2O3
– SiO2 slags has been reported widely in the literature on the basis of the
experimental work. Mills (1977) and Slag Atlas (Eisenhuttenleute (1995)), have
reviewed and complied the published data, all the mentioned additives decreased
the viscosity of slag but the effect of CaF2 is much more pronounced compared
to FeOx and TiO2.
While there are data on effects of additives on viscosity of slags, they do not
always cover the composition range of interest. Thus, one needs to use models
for predicting the values in composition range that data is lacking.
The viscosity of slags with addition of various additives can be predicted by
using the viscosity models. For example the model developed by Zhang et al.
(1998b) & (1998a) predicted that addition of metal-oxide components, tends to
reduce viscosity, so the developers of this model proposed that the effect of
cations on viscosity may be attributed to the strength of interaction between the
M2+ cation and oxygen ion. It was claimed by the authors that, the stronger
interaction between M – O atoms in the melt would cause the more difficult
movement of atoms, which consequently increases the viscosity.
Calcium fluoride as the main component of fluorspar is being used currently in
steelmaking to dissolve the lime in slag efficiently, through lowering the melting
point of the slag and decreasing the viscosity of the slag. The addition of calcium
fluoride to a silicate melt disrupts the polymeric constitution of the melt more
effectively than basic oxide additions according to Baak (1958) & Turkdogan
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and Bills (1960) & Bills (1963). This is attributed to the fluorine anion replacing
the oxygen anion in the matrix owing to the F- ion having a greater affinity for
the Si4+ cation according to Gammal and Stracke (1988). The liberated oxygen
anion may then re-enter the structure, breaking yet another bond. With
depolymerisation of the slag, melt fluidity increases. Through the breakdown of
silicate networks, metal cations are produced, and their subsequent behaviour
depends on the system into which they are incorporated. If the refractory material
containing the slag is not compatible, these cations may react with the container
lining.
1.5.6.1.1 Effect of CaF2 Substitutes on the viscosity of slag
CaF2 is proved to decrease the viscosity of slag effectively, however there are
certain drawbacks associated with using CaF2. The research in the past by
Shimizu, Suzuki, Jimbo and Cramb (1996) & Shimizu and Cramb (2002) has
indicated that a significant amount of fluorine may evaporate from slags in the
form of toxic fluoride vapours such as SiF 4 and HF. Fluoride evaporation is not
only concerned with the environment but is also associated with interfacial
phenomena such as surface tension and adsorption. Also the steel industry has
been facing the dwindling supplies and increase in prices of fluorspar due to use
of more costly mineral processing methods, such as floatation cells.
The effect of additives on the viscosity of slag, and in particular, replacement of
CaF2 with other minerals has been evaluated by a number of researchers.
Tribe et al. (1994) & Tribe, Kingston and Caley (1997) performed a rheological
study of the CaO – SiO2 – MgO – CaF2 system to determine the influence of the
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various mineralogical species on slag rheology and to access the possible
replacement of fluorspar in this system with an alkali-aluminosilicate tailing
material, Nepheline Syenite Tailing (NST) with the composition of 50 wt% SiO 2
- 20 wt% Al2O3 - 15 wt% (Na2O and K2O) - 10 wt% FeO - 3 wt% CaO. They
reported that basic slags with fluorspar exhibited both high fluidity levels, and
well-defined solidification temperature. In contrast, the acidic slags were less
fluid and, as might be expected, solidified over a wide temperature range. It was
also shown that the freezing point of slags in which Nepheline Syenite Tailing
replaced fluorspar was less-defined than for the basic fluorspar slags. This was
attributed to the higher concentration of acidic components, such as SiO 2, in the
NST slags. With respect to the replacement of fluorspar with NST, it was shown
that NST can effectively replace fluorspar, thereby sacrificing a lower overall
level of slag fluidity while gaining a slag with a broader solidification
temperature range. Whereas the fluidity was somewhat reduced, no problems
with respect to either slag retention or reaction kinetics were evident during
industrial testing.
MacLean, Kingston, MacDonald and Caley (1997) investigated the possibility of
replacement of fluorspar with Nepheline Syenite in the CaO-MgO-SiO2 system
at ladle furnace practice. The Nepheline Syenite used came from a rock, which
was consisted of three minerals, nepheline (NaAlSiO 4), microline (KAlSi3O8),
and albite (NaAlSi3O8). In the slag rheology tests, nepheline syenite proved to be
very effective. Although slags containing this mineral did not achieve the same
degree of fluidity as a fluorspar containing slag, the difference was not
considered to be significant at steelmaking temperature. The presence of Na2O
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decreased the melting point of the slag considerably, a result of formation of
lower melting point minerals in the NaO-CaO-SiO2 system. Investigation on the
corrosive effect of adding the various minerals to the slag showed that fluorspar
to be the most aggressive towards the refractory and Nepheline Syenite proved to
be slightly less corrosive than the fluorspar. However, no experiment was
conducted to investigate the volatisation of species from the slag due to the use
of Nepheline Syenite.
Singh, Ravat, Chatterjee and Chakravarty (1977) conducted extensive laboratory
and industrial trials and showed that ilmenite, can be successfully used instead of
fluorspar as a fluxing agent in open-hearth steelmaking. As ilmenite is a
compound of FeO and TiO2 (FeTiO3), so they initially showed the effect of FeO
and TiO2 on slag liquidus temperature and compared it to CaF2. It was claimed
that as the concentration of the fluxing agent increases, there is a decrease in the
liquidus temperature of the slag. However, it was notable that there is no marked
difference between CaF2 and TiO2 at lower concentrations. They proposed that if
ilmenite with much lower melting point than TiO 2 (1470°C compared with
1830°C), is used, it can be expected to be more effective than TiO 2 alone. They
also compared effect of concentration of various fluxes on lowering melting
point of dicalcium silicate as it is shown in Figure 1.4 and mentioned that the
curve corresponding to ilmenite was expected to lie between the curves for TiO 2
and CaF2. Therefore, it was suggested that there should be no appreciable
difference between ilmenite and fluorspar as far as the fluidity action of the slag
is concerned, if the relative quantities of these fluxes are not very large. They
measured the relative fluidity of slags with ilmenite and fluorspar, and showed
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that there was no difference between the fluidity of ilmenite and fluorspar.
However, the action of ilmenite was found to be slower than that of fluorspar.
This problem was overcome by adding ilmenite at the earlier stage of
steelmaking than fluorspar. This sluggishness in the action of ilmenite was
reported to be due to its higher meting point (1470°C), compared with that of
fluorspar (1400°C). One of the advantages of using ilmenite instead of fluorspar
is that, while fluorspar liberates harmful fluorine gas, ilmenite does not
contribute to atmospheric pollution. As ilmenite was replaced fluorspar
completely with a replacement of about 2:1, so the authors concluded that if
ilmenite would be cheaper than fluorspar then ilmenite would be a more
attractive flux.
Poggi and Lee (1974) measured the viscosity of ilmenite and fluorspar and found
out the high grade ilmenite (with low amount of SiO 2) has a similar viscosity and
melting point as the fluorspar. They also showed that the dissolution rate of lime
in liquid ilmenite is about 2.5 times faster than in fluorspar, however it was found
that to dissolve the same amount of lime, 30% more ilmenite than fluorspar must
be used as a flux.
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Figure 1.4: Effect of concentration of various fluxes on lowering of melting point of dicalcium silicate Singh et al. (1977)
Rheological investigations into the use of Nepheline Syenite and ilmenite as
suitable fluxing additions for secondary steelmaking slags have shown promising
characteristics when compared to fluorspar. In testing the corrosive properties of
the fluxing agents, Nepheline Syenite showed less corrosive behaviour than
fluorspar, and no published literature was found on the effect of ilmenite on the
refractory. Although Nepheline Syenite could be a source Na emission due to the
presence of Na2O in this flux, there is no published study to consider this hazard.
However, a previous investigation showed that there is no environmental concern
with respect to utilizing ilmenite instead of Fluorspar in steelmaking.
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1.6 Diffusivity in molten slag
The mass transfer of any solute in the solvent can be described by Fick’s first law
of diffusion as in Equation (1.5):
dxdC
Dj ii −= (1.5)
The proportionality constant D is called the diffusion coefficient or diffusivity of
i in the solvent. With the diffusion flux of species i, ij is in mol.m-2.s-1 and the
concentration gradient iC in mol.m-3, the diffusion coefficient has the unit of
m2.s-1. Therefore the dissolution of lime on the slag is greatly dependant on the
diffusion coefficient of CaO in the liquid melt.
The diffusion coefficient of a solute in a melt is a fundamental quantity required
to characterize mass-transport rates. Diffusion is the movement of the
components or constituent species of melt from point to point within melt.
In order to present the results in the literature and assess their practical
significance, it is necessary to define various diffusivities based on the possible
driving force for diffusion.
Generally, a thermodynamic gradient acts as a force for diffusion causing a net
flux of the diffusing species in a direction such as to diminish that gradient.
Chemical diffusion coefficients describe diffusion taking place under a gradient
of chemical composition. The limiting case of chemical diffusion, where the
thermodynamic gradient has been reduced to zero is self – diffusion in which
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diffusion is the continuous interchange that takes place between species of the
same type in a medium of uniform composition. It is measured using stable or
radioactive isotopes(“tracers”) so that ideally, diffusion occurs down a gradient
of only isotope composition.
Based on these types of diffusion, the diffusion coefficient can be measured by
various methods such as: instantaneous plane source method, capillary reservoir
method, diffusion couple method and rotating disk technique (Kubicek and
Peprica (1983)). These methods are briefly explained in this section with the
relevant diffusivity data. The detailed description of each method and the criteria
for selection of the technique used in the present study will be explained in the
next section.
In the instantaneous source method, a small amount of radioactive tracer is
deposited on the surface of slag capillary specimen. The diffusion coefficient is
obtained by plotting the concentration of radioactive atoms with time.
In the capillary method, the diffusing species is held in a capillary, which is
immersed in the melt and diffusion occurs between the contents of the capillary
and liquid. The capillary is moved after a set of time and the distribution of the
species determined.
The diffusion couple consisted of two melts of identical composition except that
one contains the tracer element. The diffusion coefficient can be derived by a
linear regression of concentration versus distance.
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The rotating disk method will be explained after presenting the published data on
the above-mentioned methods.
Johnson (1970) & Johnston, Stark and Taylor (1974) used radioactive tracers in
their experiments and measured the diffusion coefficients of calcium in the slag
under varying conditions of temperature and composition. They adopted two
methods; instantaneous plane source method where a small amount of
radioactive tracer was deposited on to surface of the slag capillary specimen
(called by the authors; chemical diffusivity) and capillary reservoir technique
where a small amount of labelled finely powdered slag of the same composition
as the slag in capillary was placed on the capillary surface (self diffusivity). The
calcium allowed diffusing under conditions of chemical diffusion, or more
strictly through a thermodynamic gradient, the gradient was so small that it could
in most cases probably be ignored.
They measured the chemical diffusivity of Ca45 in three slags with compositions
tabulated in Table 1.1. Conditions of self-diffusion, where the composition was
uniform throughout the sample, were established on slag A2.
Table 1.1: Slag compositions used for the measurements of diffusivity on liquid slags by Johnston et al. (1974)
CaO Al2O3 SiO2
A1 50.1 49.9 -A2 38 20 42A3 23.5 14.5 62
Chemical composition (wt%)Slag
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Inspections of their results as shown in Figure 1.5 revealed that the diffusion
coefficient of Ca45 is higher in slag A1, compared to slags with higher silica
contents of A2 and A3. The values of diffusivity for slags with and without SiO 2
at 1450 ºC was reported to be 6108.4 −× cm2s-1 in slag A2 and was 5109.1 −×
cm2.s-1 in the slag of A1.
Figure 1.5: Effect of temperature and slag composition on the chemical diffusivity of Ca2+ introduced as Ca45O into slags of A1, A2 and A3 after Johnston et al. (1974)
The authors also compared the self diffusivity and chemical diffusivity of Ca45 in
slag A2 and found that the results are identical within the limits of experimental
error. The fluorine ion F18 was introduced with Ca45 as Ca45F218 into the slag of
CaO – 42 wt% SiO2 – 20% Al2O3 and the simultaneous diffusion of Ca45 and F18
was measured. It was shown that the introduction of fluorine ions into the melt
had a marked effect on the diffusivity of Ca45 and increased it by a factor of two
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or more, however the activation energy for diffusion remained constant. Johnston
et al. (1974) also measured the chemical diffusion coefficient of iron as Fe59O in
slags containing 10 wt% and 1 wt% calcium fluoride. The results indicated that
the presence of the high-diffusivity fluorine ion in the melt considerably
increased the iron diffusivity. Their results also showed that different levels of
CaF2 content in the slag did not affect the rate of diffusion iron in the slag.
Saito and Maruya (1958) measured self-diffusion of calcium in molten slags of
CaO-SiO2, CaO-Al2O3, CaO-SiO2-Al2O3 and CaO-SiO2-Al2O3-MgO systems.
They performed the experiments by method of semi- infinite medium where two
specimens, one with Ca45O and the other without, were brought into contact at
the melting point of the slags. The results are shown in Table 1.2.
Table 1.2: Diffusion coefficient of Ca45 in slags studied by Saito et al. (1958)
The authors also compared the trend of diffusivity data with published data on
the viscosity and specific electrical conductivity. As it was found that there is no
large difference between the diffusivity, viscosity and electrical conductivity
CaO SiO2 Al2O3 MgO CaO/SiO2 1350 1395 1420 1440 1485 1510 1530 1540 1565 1575
55.2 44.8 - - 1.24 1460 - - - - 7.1 8.7 11 - - -
48.7 - 51.3 - - 1415 - - 3.3 5 7.8 - - - - -
39.8 41.2 19 - 0.97 1300 3.9 6.9 - 10 - - - - - -
43 37.2 20.2 - 1.15 1400 - - - 8 - 19 - - - -
48.9 39.4 11.7 - 1.24 1390 - - - 11.5 - 17 - - - -
45.2 36.3 18.6 - 1.24 1430 - - - - 8.5 9.9 - - -
45.6 34.1 20.3 - 1.33 1440 - - - 3.8 7.1 8.4 10.3 - - 13
48.4 31.3 20.3 - 1.55 1530 - - - - - - - 5.5 8.1 -
43.4 31.8 19.5 5.4 1.36 1480 - - - - 8.4 9.8 11.7 - - -
Slag composition wt% Meltingpoint(C)
Diffusion coefficient *10-7(cm2/s) of Ca45 ion in molten slag at various temperatures ( C )
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between CaO-SiO2 and CaO-Al2O3 slags, the authors proposed that in the
neighbourhood of the composition CaO:Al2O3=1:1, the greater part of Al2O3
exists as the tetrahedra structure of aluminate ion AlO 45- similar to that of SiO 4
4-
in basic CaO-SiO2 slags. Diffusivity, conductivity and their activation energies in
aluminate melts were larger than in silicate melts. The viscosity of aluminate
melts was about the same as or slightly smaller than corresponding silicate melts.
Thus there was a good relationship between diffusivity and conductivity and
reciprocal of viscosity. For the purpose of studying the behaviour of Al2O3 in
liquid slags, diffusivity of CaO – SiO2 slags (CaO/SiO 2=1.24) were compared
with those of CaO-SiO2-Al2O3 (CaO/SiO2=1.33, Al2O3=20.3%). The authors
mentioned that according to the previously published data, it had been considered
that Al2O3 had an intermediate properties between acidic and basic elements, and
at low Al2O3 concentrations in acid slags, Al2O3 might dissociate into Al3+ and
O2- ions and showed basic properties (network modifier), but in strong basic
slags, Al2O3 became aluminate ion such as AlO 33- or AlO4
5-, etc. and showed a
trend of acidity (network former) regardless of the concentration of Al2O3. As the
addition of 20% Al2O3 scarcely changed the values of diffusivity, it was
postulated that the trend and the degree of formation of network structure of
aluminate ions were not so strong as those of silicate ions. It was also found that
addition of 5 wt% MgO, increased the diffusion coefficient of Ca2+ by about
10~15% in the slags with similar basicity, so the authors postulated that Mg2+ ion
dissociated from MgO might behave as a network–modifier, increasing the
activity or mobility of Ca2+ ion under the reducing condition in their experiment.
They supported their theory by looking at the published viscosity data, as
viscosity decreased 15% due to addition of 5% MgO at the composition
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CaO/SiO2 = 1.2. Generally the magnitude of self-diffusion coefficient in liquid
slags was about 10-6~10-7 cm2/s and it was shown that the data had a good trend
with changes of electric conductivity and the reciprocal of viscosity coefficient
based on the compositions of slag.
Towers and Chipman (1953) & (1957) measured the diffusion coefficient of
calcium and silicon ions in the slag consisting of CaO – 40.5 wt% SiO2 – 20.9%
Al2O3 by tracer technique. They used two techniques for measuring diffusivities,
one contacting two slags of same composition with one of them containing the
radioactive tracer and in the other technique, slag capillaries to which tracer had
been added, were brought into contact with a relatively large volume of the
master slag. After the diffusion, concentration of tracer along the capillary was
measured, which resulted in the calculation of diffusion coefficient. Their results
are shown in Figure 1.6, where diffusivity is plotted against 1/temperature. The
values of silicon diffusivity were about one tenth that of calcium diffusivity. The
average values of Ca45 diffusion coefficient at 1350, 1400 and 1450°C, were
7105.3 −× , 7101.2 −× and 6104.3 −× cm2.s-1 respectively, with the activation
energy of 70 kcal/mole. The average diffusivities of Si31 ion was calculated at
1365 and 1430ºC to be 8107.4 −× and 71005.1 −× cm2.sec-1, respectively.
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Figure 1.6: Diffusion coefficient of calcium (upper line) and silicon (lower line) after Towers et al. (1957).
Keller, Schwerdtfeger and Hennesen (1979b) measured the tracer diffusivity and
electrical conductivity of Ca45 in the CaO-SiO2 melts, where SiO 2 content of slag
varied between 0.448 to 0.634 (mole fraction) in the temperature range of 1500
to 1700 ºC, using capillary technique. The average diffusivity values were in of
the order of magnitude of 10-6 cm2/s. Their results showed that the diffusivity
was decreased by increasing the silica content of the slag as it is illustrated in
Figure 1.7.
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Figure 1.7: Tracer diffusivity of Ca45 in CaO – SiO2 melts a function of mole fraction of silica and temperature after Keller et al. (1979b)
Their diffusivity values agreed best at the same basicity with those measured by
Towers et al. (1953) & (1957) in slag with the composition of (CaO - 40 wt%
SiO2 – 20 % Al2O3) but higher than results from Saito et al. (1958) and lower
than those obtained from Johnston et al. (1974), although the diffusivity data
show the order of magnitude of 10-6. The authors measured the activation energy
of diffusion and it was shown that the activation energy was increased by
addition of silica content of the slag, as it is tabulated in Table 1.3. The authors
also measured the electrical conductivity of Ca with AC current of variable
frequency using the four-pole method. The results are shown in Figure 1.8.
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Table 1.3: Activation energy of diffusion in the CaO – SiO2 melt as a function of SiO2 content of slag
Composition of melt Mole (SiO2)
Activation energy(kcal g atom-1)
0.448 29
0.488 34
0.530 34
0.587 30
0.634 35
Figure 1.8: Electrical conductivity )( 11 −−Ω cm of CaO-SiO2 melts as a function of mole fraction of silica and temperature after Kelleret al. (1979b)
As it can be seen, the electrical conductivity was decreased by increasing the
mole fraction of SiO 2. The activation energies for diffusion of Ca45 (average 32
kcal g-atom-1) and for electrical conduction (average 26 kcal g-atom-1) as
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determined from the slopes of the straight lines in Figure 1.7 and Figure 1.8. This
indicates the same mechanism for diffusion and conduction. The authors also
computed the electrical conductivity from the Nerst – Einstein Equation (1.6) on
the basis of the assumption that conduction was solely due motion of Ca2+ ion
and also validity of Nerst – Einstein equation as:
RTFDCz
k CaCa22
= (1.6)
Where z is the charge of the Ca2+ ion, Cca the concentration in moles.cm-3 of the
Ca2+ ions, and F the Faraday constant. A comparison of the computed values of
electrical conductivity with the measured values at 1600 ºC as presented in
Figure 1.9 shows that the calculated values of conductivity are lower than the
measured data. The difference is small at low SiO 2 content, but it increases with
increasing SiO 2 content. Hence, it appeared that in the CaO rich slag, most of the
current was transported by Ca2+ ions, which is in agreement with the published
transference numbers of cations by Bockris, Kitchener and Davis (1952).
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Figure 1.9: Tracer conductivity and computed conductivity of Ca45 in the CaO – SiO2 melt as function of SiO2 at 1600 ºC after Keller et al. (1979b)
Keller and Schwerdtfeger (1986) also measured the tracer diffusivities of Ca45
and Fe59 in silica saturated (0 – 15.9 wt%)FeO – (33.8 – 23.2 wt%) CaO – (66.2
– 60.9 wt%) SiO 2 melts at 1600 ºC. They deployed the porous frit technique,
where the frits consisted of a packing of silica powder, which was sintered into
vitreous silica tubing and the pores of the first were filled with pre-melted silica
saturated slag. Diffusion into the slag was from a thin layer of the same chemical
composition but doped with Fe59 or Ca45. It was shown that the diffusion of iron
was much faster than that of calcium as the average value of diffusivity obtained
were about 6102 −× cm2.s-1 for Ca45 and 5101 −× cm2.s-1 for Fe59as it is also
illustrated in Figure 1.10.
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Figure 1.10: Diffusivities of iron and calcium in silica saturated CaO –FeO – SiO2 melts at 1600 ºC after Keller et al. (1986)
The authors compared their results with electrochemically determined Fe
diffusivity data by Nowak and Schwerdtfeger (1975) at most compositions, the
data (Keeler) were smaller about a factor of two. It was motioned that the
electrochemical method yields self – diffusivities which were related directly to
the mobility of the iron and the tracer – diffusivity must be smaller than the self-
diffusivity due to the correlation factor, which in silicate melts is about 0.5. The
authors also claimed that the difference between data could be due to difficulty in
the diffusivity measurement in liquid slags and deviation by a factor of two
between data obtained with different techniques is about normal. Their
investigation showed that the frit technique could be used to produce diffusivity
data at high temperatures, however it was mentioned that its application was
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limited to the slag compositions, which are in thermodynamic equilibrium with
the frit material.
Hara, Akao and Ogino (1989) measured the self diffusivity of Ca45 in FeO- 33
wt% SiO2- 7% CaO slag and mutual diffusivity of Ca45 in FeO- 32 wt% SiO 2
melt equilibrated with solid iron in the temperature range 1270 to 1450ºC. They
used the capillary reservoir method with Ca45 as the radioactive tracer. Their
results are shown in Figure 1.11.
Figure 1.11: Diffusivity of Ca45 in melts as a function of temperature after Hara et al. (1989)
Goto, Kurahashi and Sasabe (1977) measured the tracer diffusivities of calcium
and iron in a steelmaking slag of CaO – 27 wt% SiO 2 – 40% Fe2O3 under varying
oxygen pressure in the gas phase, by the instantaneous plane source method. The
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tracer diffusivities were measured at 1360, 1410, and 1460ºC with an oxygen
activity of 10-1 to 10-8 atm. The results are shown in Figure 1.12. Their results
indicated that the diffusivity of iron was about 2 to 3 times larger than that of
calcium. The ratio of Fe+3/(Fe+3+Fe+2) in their slag was measured to be in the
range of 0.1 to 0.6. It was shown than the diffusivity had a direct relationship
with this ratio.
Figure 1.12: Relationship between logarithm of tracer diffusivities of calcium and iron and reciprocal temperature after Goto et al. (1977)
Keller and Schwerdtfeger (1979a) measured the tracer diffusivity of Si31 ion in
CaO-SiO2 melts with capillary technique, where the silica content of slag varied
(mole fraction of silica NSiO2 = 0.484-0.634) at 1600 ºC. They reported that
diffusivity of Si31 decreases with increasing silica content of the slag, as it is
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shown in Figure 1.13. The authors also compared the silica diffusivity with their
previous publication on Ca45 diffusivity Keller et al. (1979b) and showed that the
values of Si31 diffusivity was lower than that of Ca45 by approximately one order
of magnitude in the silica rich melt. The difference decreased with decreasing
silica content. The results measured by these authors agreed with the results
published by Towers et al. (1957) at lower temperatures in the slag with
composition of CaO – 40 wt% SiO – 21 % Al2O3 slag.
Figure 1.13: Diffusion coefficients of Ca45 and Si31 as a function of melt composition at 1600 ºC after Keller et al. (1979a)
Ukyo and Goto (1982) measured the Quasi- inter-diffusivities of several solute
oxides in liquid CaO-SiO2-Al2O3 slag of 4:4:2 of charge weight ratio and liquid
FeOx-CaO-SiO2 slag of 2.5:3:4.5 of charge weight ratio. The slags were
equilibrated with air and the measurements were done using the diffusion couple
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method at 1350 to 1450ºC. After diffusion runs of 20 or 40 min, the sample was
quenched to glassy state and analysed by a X – ray micro-analyser. According to
Figure 1.14, their results revealed that, MgO in the slag of CaO – SiO2 – Al2O3
had the highest diffusivity with an order of magnitude of 10-5 and P2O5 and TiO2
had the lowest diffusivity with an order of magnitude of 10-7. Also the diffusivity
data for MnO showed an average of 10-6 while diffusivity of FeOx was proved to
be about 10-5. For the slag containing FeOx their result is illustrated in Figure
1.15, where MgO still was the fastest oxide and the other oxides had a similar
order of magnitude to slags without FeOx.
Figure 1.14: Diffusivities of oxides in CaO-40 wt% SiO2-20 % Al2O3 slag after Ukyo et al. (1982)
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Figure 1.15: Diffusivities of oxides in FeOx - 30 wt% CaO - 45 % SiO2slag after Ukyo et al. (1982)
Agarwal and Gaskell (1975) measured the self diffusion of iron in Fe2SiO4 and
CaFeSiO4 melts in the temperature range of 1250 to 1540ºC using Fe59 as the
radio tracer and the capillary – liquid reservoir method of diffusion measurement.
Their results are plotted as diffusivity of Fe versus 1/temperature for the two
compositions and are shown in Figure 1.16 and Figure 1.17. Based on their data,
the activation energy for diffusion was 3.24.17 ± kcal/mole for Fe2SiO4 and was
8.29.24 ± kcal/mole for CaFeSiO 4 slag.
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Figure 1.16: The variation of DFe with T in Fe2SiO4 after Agarwal et al. (1975)
Figure 1.17: The variation of DFe with 1/T in CaFeSiO4 after Agarwal et al. (1975)
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The self diffusivity of Fe in 61 wt% FeO – SiO2 melt was measured by Yang,
Chien and Derge (1959) at12 50, 1270 and 1304 ºC using the capillary –
reservoir method with Fe55,59 as the radioactive tracer. The iron diffusivity values
obtained were 510)3.09.7( −×± cm2/s at 1250 ºC, ( ) 5102.06.9 −×± cm2/s at 1275
ºC and 410)1.02.1( −×± cm2/s at 1304 ºC. Their results are presented in Figure
1.16, which are more than an order of magnitude higher than the results by
Agarwal et al. (1975).The activation energy for diffusion, evaluated from the iron
diffusivity was about 40 kcal/mole, while the activation energy for electric
conduction, calculated from Wejnarth (1934) data for melt of similar
composition was about 16 kcal/mole. The authors concluded that the diffusion
and electric conduction were operating on different mechanism in that melt.
Simnad, Yang and Derge (1956) developed an electrochemical radioactive tracer
method for using for the direct determination of ionic mobility in a molten
electrolyte. They immersed a radioactive iron electrode and supplied a current.
The distribution of the radioactivity in the quenched slag was measured in the
vicinity of the electrode. The ionic mobility of Fe2+ in silica – saturated iron
silicate is found to be 0 4109 −× cm2/volts.s, which corresponds to a diffusion
coefficient of 5108.5 −× cm2/s at 1250 ºC for the melt of FexO – 34 wt% SiO2 in
equilibrium with solid iron and silica. Their results agreed well with the data
from Agarwal et al. (1975) in which the diffusion coefficient was 5109.7 −×
cm2/s at the same temperature.
Mori and Suzuki (1969) measured the inter-diffusivities of iron in iron oxide
melts by the capillary method over the temperature from 1430 to 1550 ºC and the
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composition range from ∑ == + 12.0)/( 3 FeFer to 0.42. Agarwal et al. (1975)
applied Darken’s diffusion equation to the their inter-diffusivity results using the
thermodynamic data of Darken and Gurry (1946) for iron oxide melts, and the
deduced diffusivity data is presented in Figure 1.16. Their values were in
excellent agreement with the work done by Agarwal et al. (1975), which is in
shown in Figure 1.16.
Nowak et al. (1975) used a galvanostatic technique to determine the mobility of
Fe2+, Co2+, Ni2+, and Ca2+ ions in silicate melts at 1600 ºC. The cell used was
made of quartz glass. Hence, the liquid silicates obtained the composition of the
silica saturation isotherm in the systems MeO – CaO – SiO2 (Me = Fe, Co, Ni).
Three electrodes (anode, cathode, reference electrode) were located at the bottom
of the cell. They consisted of the liquid metal Me contained in a capillary. When
current was passed through the cell, the concentration gradient caused an
increase of the voltage measured between anode (or cathode) and reference
electrode. The mobility of the Me2+ and Ca2+ ions were calculated from an
analysis of the voltage current relationship. The results are shown in Figure 1.18,
where the obtained diffusion coefficients are plotted versus the MeO – content of
the silicate melt. It can be seen that the diffusivity for the Ca2+ - ion is about one
order of magnitude smaller than those of the Me2+ ions.
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Figure 1.18: Diffusivities of Fe2+, Ni2+, Co2+ and Ca2+ in silica saturated MeO – CaO – SiO2 melts at 1600 ºC after Nowak et al. (1975)
Nagata, Sata and Goto (1982) reviewed and compared the diffusivities of various
elements in molten slag for blast furnace and molten slag for steelmaking. The
self – diffusivities of elements in molten slag of CaO – 40 wt% SiO 2 – 2 % Al2O3
are summarized in Figure 1.19.
The Mg, Fe and Mn were shown to the fastest elements in the melt compare to
the rest of elements. It is evident from Figure 1.19 that of the elements studied,
Mg, Fe and Mn have the highest self-diffusivities. This could result from their
lower charge and hence weaker interaction with the oxygen anions and also the
size of ions.
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Figure 1.19: Self diffusivities of elements in molten slag for blast furnace CaO-40 wt% SiO2-20 % Al2O after Nagata et al. (1982)
The diffusivity of Ca in the temperature range of 1388-1533ºC was in an order of
magnitude of 10-7 to 10-6 cm2/s. Also the self-diffusivity of elements in
steelmaking slag with composition of (25-40 wt%) Fe2O3 - (30-40 wt%) CaO-
SiO2 was reviewed by the same authors according to Figure 1.20. Again Fe was
shown to have the highest diffusivity, while Ti was the slowest diffusing species.
The calcium diffusivity in the temperature range of 1300-1550 ºC was in an order
of magnitude of 10-5.
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Figure 1.20: Self diffusivities of elements in molten slag for steelmaking (25-40) wt% Fe2O3 -(30-40)% CaO-SiO2 after Nagata et al. (1982)
The diffusivity of lime in slags with various chemistries and at different
temperatures is summarized in Figure 1.21. These results are from published data
by Towers et al. (1957) & Saito et al. (1958) & Johnston et al. (1974) & Goto et
al. (1977) & Keller et al. (1979a) & Keller et al. (1979b) & Keller et al. (1986).
All results in this figure are on the basis of diffusivity measurements with
different techniques such as diffusion couple, capillary and instantaneous plane
technique. It can be seen that by increasing the temperature, the diffusivity
increases. Apart from the results from Saito et al. (1958), which are lower than
the rest of published data, the basicity of slag affects the diffusivity of lime. By
increasing the basicity, the diffusivity of lime in the slag increases. The effect of
additives such as FeOx and CaF2 shows an increase in the diffusivity of lime in
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the slag. It can be seen that the there is no published data on the diffusivity of
lime in the ladle type slag where the basicity is around 5~6, furthermore, the
effect of other oxides on the diffusivity of lime in the slag has not been
quantified in the past. The poor reproducibility of diffusion results with the
methods mentioned above at high temperatures required that a large number of
experimental measurements had to be carried out in order to obtain statistically
significant data. Also, the experimental difficulties and hence the inaccuracies
recorded in results increased with increasing temperature. Moreover, the
diffusivity measurements in liquids using the above-mentioned method could
easily be in error because of convection in the melt.
In general, the data are incomplete even for the most important systems because
only selected compositions and only some of the transport properties have been
investigated. Further, the results obtained by different authors often disagree
considerably. Thus, it is desirable to extend some of the experimental studies to
cover broader compsotion range while determining effects of chemistry on
diffusivity and its activation energy.
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Figu
re1.
21: T
race
r diff
usiv
ities
of C
aO in
slag
s with
var
ious
che
mis
try
on th
e ba
sis o
f pre
viou
s pub
licat
ion
(B: b
asic
ity ,
C: C
aO,
A: A
l 2O3,
Fe: F
eO, M
: MO
)
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Some of the researchers measured the dissolution rate and mass transfer of solid
oxides in the slag under forced convection using a rotating disc/cylinder
technique, where a solid sample is rotated in a liquid slag capable of dissolving
the solid under reproducible conditions of fluid mechanics. A well-described
flow that affects dissolution in a known way is produced by rotating a
disk/cylinder in the melt. By applying the non-dimensional correlations of the
mass transfer, the diffusivity of oxides in the slag could be evaluated. The mass
transfer coefficient is essentially cons tant across the disk/cylinder surface,
simplifying the subsequent mass transfer analysis. A detailed description of this
method will be explained in this chapter.
Cooper and Kingery (1964) were the first who applied the rotating disk method
to measure the rate of dissolution and diffusion of sapphire in molten slag of 20
wt% CaO- 40 wt%Al2O3- 40 % SiO2 under forced convection at a temperatures
range of 1345-1550 °C. They calculated the rate of dissolution by measuring the
diameter change of the sapphire samples in the melt and found that the
dissolution of sapphire was controlled by mass transport in the molten liquid.
They also estimated the diffusivity of alumina in the slag, using the solutions for
mass transport from rotating disk into the melt. The estimated diffusion
coefficients were in the range of 810486.0 −×− cm2/s in which the diffusion
coefficient increased with temperature. These results are compared to the results
by Henderson, Yang and Derge (1961), who measured the self–diffusion of
aluminium by capillary – reservoir technique in two types of CaO – SiO2 – Al2O3
slag with basicity = 1 and Al2O3 = 6 and 12.5 mole %, in the temperature range
of 1400 to 1520ºC. They found that by decreasing the alumina amount of slag,
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63
the diffusion coefficient was increased. The comparison with extrapolated data
from Henderson et al. (1961) to higher temperatures shows that both set of data
have an order of magnitude of 10-7 and are in a very good agreement (Figure
1.22).
Lee, Sun, Wright and Jahanshahi (2001) studied dissolution of dense alumina
discs in slags with composition of (28 – 48 wt%) CaO – (16 – 25 %) Al2O3 – (7 –
32 %) SiO2 – MgO (5 %) at 1575°C, by rotating disk method. The dissolution
rate was determined by sampling the melt at regular time intervals and measuring
the amount of solute dissolved in the slag. It was shown that the dissolution was
controlled by the mass transfer in the liquid phase. They also looked at the effect
of addition of FeOx and MnOx on the dissolution rate of alumina in the slag. It
was shown that addition of mentioned oxides had little effect on activity of Al2O3
and the driving force of alumina did not change across the liquid boundary layer.
They considered the total alumina mass transfer as the combination of the mass
transfer from the disk and cylinder side of the immersed sample and it was found
that reduction of viscosity due to the addition of transition metal oxides had little
effect on the increase of total mass transfer coefficient. However, the authors
showed that the increase in the rate of dissolution and mass transfer coefficient
were likely to be due to the increase in the diffusion of alumina in the slag phase.
So the apparent diffusivity of alumina was obtained (a magnitude of 10-6 cm2/s)
and it was found that addition of transition metal oxides had a considerable effect
on increasing the diffusivity of alumina in the slag. (a factor of two for addition
of 5 wt% FeOx and a factor of about four for 5 wt% MnOx addition). These data
are compared to the extrapolated results from Henderson et al. (1961) on self –
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64
diffusivity of alumina, where the diffusion coefficient for slag of 12 wt% Al2O3
and basicity = 1. It appears that for slag without addition of FeOx and MnOx, the
diffusivity is slightly lower than Henderson et al. (1961) data but with addition of
transition metals, the diffusivity values have the same order of magnitude. The
comparison of data is shown in Figure 1.22.
Taira, Nakashima and Mori (1993) used the rotating cylinder technique to
investigate the kinetic behaviour of dissolution of sintered alumina into CaO-
SiO2-Al2O3 slags (basicity from 0.64 to 1.25, Al2O3 10 wt%) in the temperature
range from 1500 to 1580 ºC. They also looked at the effect of addition of NaF
and CaF2 on the dissolution behaviour. They examined the effect of revolution
speed, temperature and slag composition on the dissolution rate of alumina into
the molten slag. The rate of dissolution was obtained from the reduction in
diameter of the alumina specimen in the melt. The dissolution rate increased with
increasing revolution speed, temperature and CaO/SiO 2 ratio as well as by
addition of NaF and CaF2. It was concluded that the rate controlling-step during
the dissolution process of alumina into molten CaO-SiO2-Al2O3 slag is the
diffusion of solute in the slag boundary layer. The dissolution rate of alumina in
slags with 15 wt% NaF or CaF2 were 2 to 6 times higher than those for CaO-
SiO2-Al2O3 slags with the same ratio of CaO/SiO 2. They evaluated the mass
transfer coefficient on the basis of dissolution rate, however they did not measure
the mass transfer coefficient when the additives were added to the slag, as the
effect of additives on solubility of alumina in their slag was not investigated. The
diffusivity of alumina in the slag is deduced by the present author on the basis of
the mass transfer dimensionless correlation for rotating cylinder derived by
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65
Kosaka and Minowa (1966). The results of mass transfer coefficient and
diffusivity are listed in Table 1.4. It appears that there is no trend in change of
diffusivity with basicity of slag, but the order of magnitude of diffusion is about
10-7 for temperature of 1500 ºC and 10-6 for the higher temperatures. These
results are in good agreement with results from Henderson et al. (1961) shown in
Figure 1.22, where the diffusion coefficient at 1485 ºC in slag of CaO/SiO 2 = 1,
Al2O3 = 12 wt%, was measured to be 7101.6 −× cm2/s and the deduced
diffusivity value on the basis of rotating cylinder experiments and for slag of
similar composition (slag D) at 1500 ºC is 7101.6 −× cm2/s.
Table 1.4: Mass transfer of alumina in the CaO-Al2O3-SiO2 (Al2O3 = 10 wt%) after Taira et al. (1993) and the deduced diffusivity
*Calculated by the present writer
Slag CaO/SiO2temperature
(K) rpm mass tranafer (cm/s)
diffusion*(cm2/s)
A 0.64 1823 200 3.00E-05 1.1E-06200 1.52E-05 3.1E-07100 2.86E-05 1.8E-06200 3.49E-05 1.1E-06400 8.41E-05 1.9E-06600 1.11E-04 1.8E-06
1853 200 4.16E-05 1.4E-06C 0.9 1823 200 5.62E-05 1.8E-06
1773 200 3.09E-05 6.1E-07100 3.86E-05 1.8E-06200 5.71E-05 1.5E-06400 1.23E-04 2.2E-06
1853 200 8.31E-05 2.7E-06E 1.25 1823 200 6.12E-05 1.5E-06
D 1 1823
B 0.8
1773
1823
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66
Yu, Pomfret and Coley (1997) investigated the dissolution of alumina in the slag
of CaO – 16.1 wt% Al2O3 – 47 % SiO2 – 2.9 % Na2O – 3.7 % CaF2 system at
1530ºC using the rotating disk method. The rate of dissolution of alumina was
calculated from the change in the alumina concentration of slag. They applied the
boundary layer correlations in rotating disk and estimated the effective
diffusivity of alumina in the slag. The diffusivity data were in the range of
8102.7 −× to 7108.6 −× cm2/s changing directly with the amount of Na2O in the
slag, which was in the range of 2.9 to 11 wt%. The comparison of these results
with the data from Henderson et al. (1961) in Figure 1.22 shows the same order
of magnitude, where the Na2O content of slag is greater than 4 wt%.
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67
Figu
re1.
22: C
ompa
riso
n of
alu
min
a di
ffusi
vity
dat
a ac
cord
ing
to H
ende
rson
et a
l. (1
961)
& C
oope
r et a
l. (1
964)
& T
aira
et
al. (
1993
) & L
ee e
t al.
(200
1) (B
: bas
icity
, A: A
l 2O3)
– B
is th
e ba
sicity
, A is
Alu
min
ium
con
cent
ratio
n.
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68
Matsushima et al. (1977) applied the rotating cylinder technique and determined
the dissolution rate and mass transfer coefficient of rotating lime into CaO – SiO2
– Al2O3 and FeO – CaO – SiO2 slags. They found that the dissolution rate was
increased with revolution speed, temperature and reaction time. The authors
calculated the boundary layer thickness ( )δ form the mass transfer coefficient
( )k ,kD=δ where the diffusion coefficient ( )D was used from the previously
published data by Johnston et al. (1974). It should be noted that Johnston’s data
was on self-diffusivity but here we are looking at chemical diffusivity, which
may be much greater than self-diffusivity. Boundary layer thickness was
estimated from the equation derived by Kosaka et al. (1966), which was obtained
by the method of dimensional analysis. A comparison of boundary layer
thickness calculated from the two methods, showed a good agreement,
supporting the postulation that the rate-determining step was the mass transfer
through a slag phase boundary layer.
The dissolution rate into slags containing FeO was several times greater than that
into slags without FeO. Since the authors calculated the mass transfer of CaO in
the slag from the dissolution rate data, the diffusivity of CaO in two types of slag
is deduced in the present work from their mass transfer data and on the basis of
Kosaka’s mass transfer correlation. The results are tabulated in Table 1.5.
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69
Table 1.5: Values of mass transfer coefficient after Matsushima et al. (1977) and deduced diffusivity of lime in the slag
Slag Temperature( ºC )
Revolutionspeed (rpm)
K(cm/s)
D(cm2/s)
1500 200 2.90×10-4 6.67×10-6CaO – 40 wt% SiO2 –20% Al2O3 1500 400 5.30×10-4 1.01×10-5
1400 200 9.70×10-4 2.62×10-5CaO – 40 wt% SiO2 –20% FeO 1400 400 1.71×10-3 3.08×10-5
These diffusivity results for slag without iron oxide are compared with the data
by Johnston et al. (1974) on chemical diffusivity of Ca45O in the CaO – 62 wt%
SiO2 – 14.5 % Al2O3 where the diffusivity of lime was about 6105.5 −× cm2/s at
1500 ºC. The CaO diffusivity results in the slag containing iron oxide are also
compared with the data from Hara et al. (1989), where the self diffusivity of Ca45
in the slag of FeO – 33 wt% SiO2 – 7% CaO at 1400ºC, is 5107.2 −× cm2/s. This
comparison proves a very good agreement from the lime diffusivity results by
rotating disk technique and previously published data.
Umakoshi et al. (1984b) studied the dissolution rate of burnt dolomite in CaO-
FeO-SiO2 slag (CaO/SiO 2=1, FeO = 20 to 70 wt%) at 1350 to 1425ºC using the
rotating cylinder technique. The dissolution rate increased exponentially with the
increased stirring rate of the refractory cylinder suggesting that the dissolution
rate was controlled by the mass transport. With mass transport in the boundary
layer of liquid as the rate – controlling step for the dissolution of solid in liquid,
the mass flux for the dissolution, J was expressed as:
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70
)( bs nnkJ −= (1.7)
Where,
=k mass transfer coefficient (cm/s)
=bs nn , contents of solute at the interface and in the bulk of molten slag (g/cm3)
The mass flux J (g/cm2.s) and the dissolution rate dtdr /− were defined
according to:
⎟⎠⎞⎜
⎝⎛−=
dtdr
J c .ρ (1.8)
Where cρ is the bulk density in g/cm3.
They substituted Equation (1.7) into Equation (1.8), which leads to the following
rate equation:
( ) ( )bsc
bbbss
s
cck
cckdtdr −=−=−
ρρ
ρρρ 100100 (1.9)
Where;
=c Concentration of solute (%)
=bs ρρ , Densities of molten slag (g/cm3) at the interface and the bulks
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It was impossible to determine the mass transfer coefficient of burnt dolomite by
Equation (1.9), since CaO and MgO might individually dissolved from the
surface of burnt dolomite. Therefore the authors proposed that if the dissolution
of CaO in burnt dolomite was much slower than that of MgO, the dissolution rate
was controlled by the mass transfer of CaO in the boundary layer of molten slag
and the mass flux would be expressed as:
CaOCaO
MgO JMM
J .1 ⎟⎟⎠
⎞⎜⎜⎝
⎛+= (1.10)
On the contrary, if the dissolution rate was controlled by the mass transfer of
MgO, the mass flux would be expressed as:
MgOMgO
CaO JMM
J .1 ⎟⎟⎠
⎞⎜⎜⎝
⎛+= (1.11)
Where MgOCaO MM , are the molar weights of CaO and MgO, respectively and
MgOCaO JJ , are the mass fluxes for the dissolution of sintered CaO and MgO
cylinders determined from the previously publications by Matsushima et al.
(1977) & Umakoshi, Mori and Kawai (1981). By establishing the plots of
Equation (1.10) and (1.11) and also checking the linearity of the variables in the
two sides of the equations, the authors concluded that Equation (1.10) was valid
for the slag with 20 wt% FeO (CaO/SiO 2 = 1) and Equation (1.11) for slags of
higher FeO. Therefore, the mass transfer coefficient of dolomite in low FeO slag
at 1400ºC was calculated from Equation (1.12):
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( )CaOk
MM
J b
CaO
MgO %.100
.1 Δ⎟⎟⎠
⎞⎜⎜⎝
⎛+=
ρ(1.12)
While the mass transfer coefficient for the other slags from the Equation (1.13).
( )MgOk
MM
J b
MgO
CaO %.100
.1 Δ⎟⎟⎠
⎞⎜⎜⎝
⎛+=
ρ(1.13)
The authors calculated the driving force of CaO and MgO according to the
relevant phase diagrams. The results of mass transfer coefficients are tabulated in
Table 1.6. The diffusivity of CaO and MgO on the basis of the mass transfer
coefficient are deduced in the present work by utilizing the dimensionless mass
transfer correlation for rotating cylinder developed by Kosaka et al. (1966). The
estimated diffusivity results are also listed in Table 1.6.
Table 1.6: Mass transfer coefficient of dolomite from the Umakoshi et al. (1984b) and deduced diffusivity data for CaO and MgO in the present work
SlagBasicity=1
FeOwt(%)
viscosity(poise)
density(g/cm3)
Mass tranafer (cm/s)
9.15E-049.77E-049.15E-046.81E-04
B 30 1 3.2 6.45E-04C 40 0.5 3.4 8.53E-04
7.89E-047.43E-04
20
50
1.6
0.4
A
D
3.1
3.5
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The diffusion coefficient of CaO in slag with 20 wt% FeO was compared to the
interdiffuion coefficient of CaO, ( 5107.2 −× cm2/s) in the FeO – SiO2 slag
measured by Hara et al. (1989) and the diffusion coefficient of MgO in other
slags, compared to the MgO diffusivity data of ( 5.1 to 5108.1 −× cm2/s),
according to Umakoshi et al. (1981).
Effect of additives on the dissolution rate of lime has been investigated in the
past by Hamano, Horibe and Ito (2004).They studied the dissolution rate of lime
in the slag of FeO – 30 wt% CaO – 40% SiO2 at 1573ºC. They investigated the
effect of 10 wt% addition of CaCl2, Al2O3 and B2O3 on the dissolution rate of
lime. The dissolution rate of lime was estimated from the reduction in the
diameter of the rod used as the solute in their experiments. It was shown that at
constant temperature and a given slag composition, the dissolution rate of CaO
was governed by the mass transfer in the bulk liquid phase. The dissolution rate
of CaO increased with increasing FeO concentration and with basicity of the
melt. The effect of additives to the melt was an increase in the dissolution rate of
CaO in the order of: CaF2>CaCl2>B2O3>Al2O3.
Umakoshi et al. (1981) applied rotating cylinder method and measured the
dissolution rate of sintered MgO into molten FetO-CaO-SiO2 slags at
temperatures from 1350 to 1425 ºC. It was shown that the dissolution rate of
MgO increased with the rotating speed of cylinder and with temperature, and was
found to be controlled by mass transport in the boundary layer of molten slag.
The authors measured the mass transfer coefficients and utilized the non-
dimensional correlation in order to deduce the values of diffusion coefficient of
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MgO into molten slags. The diffusivity of MgO in the molten slag was estimated
to be 51035.1 −× to 51075.2 −× cm2/s at 1400 ºC. Their findings agree well with
MgO diffusivity data by Ukyo et al. (1982), where the diffusivity of MgO in
FeOx – CaO – SiO2 slag between 1350 to 1450 ºC varies between 51097.1 −× to
51005.3 −× cm2/s.
Xie and Belton (1999) measured the chemical diffusivity of iron oxide in CaO –
38 wt% SiO2 – 21 % Al2O3 slag at 1360 ºC by a rotating disc of solid iron.
According to the authors, there is good agreement with the value at near to iron
saturation from the galvanostatic studies of Nagata et al. (1982), however, the
chemical diffusivity from work of Johnston et al. (1974) and the quasi – binary
diffusivity determined by Ukyo et al. (1982) are a factor of 5 to 6 higher (Figure
1.23).
It can be seen that the deduced lime diffusivity data obtained from this method
agree well with the data from the other techniques.
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Figure 1.23: Chemical diffusivity of iron oxide in CaO – 38 wt% SiO2 –21 % Al2O3 melts in comparison with the results of other studies at 1300 to 1360 ºC and approximately the same base melt composition as a function of the average iron concentration.
1.6.1 Liquid state diffusion models
The understanding of diffusion phenomena in liquids is inferior in most respects
to that of either gaseous or solid state diffusion (Walls and Upthegrove (1964)).
The lack of accurate comparison of these and other related transport phenomena
in liquids is a consequence of a less complete knowledge of the liquid state. The
understanding of diffusion processes in liquids is further complicated by the
experimental difficulties encountered in attempting to test the various theories
proposed to describe diffusion and to predict the effect of relevant system
variables upon these phenomena.
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Researchers have proposed mechanistic models for diffusion in liquids as an
attempt to enhance the understanding of liquid diffusion phenomena. These
models are reviewed in the following part:
1.6.1.1 Hydrodynamic theory
One of the best known equations relating diffusion and viscosity is that of
Einstein (1905). In this theory (Poirier and Geiger (1998)), the diffusing species
are non-reacting spherical particles of radius R moving through a continuos
medium of viscosity η with a steady-state velocity ∞V . The development of this
theory is based on Stokes’ law, which predicts the terminal velocity of the
relatively large un-attracting, hard spheres through a liquid. Therefore, the force
on a sphere moving at steady state in laminar flow is:
∞= VRF ηπ6 (1.14)
And upon Einstein’s equation, expressing the self-diffusion coefficient as a
function of the mobility as:
kTMD = (1.15)
Where the mobility, M, is the average velocity of the diffusing particle per unit
force acting on that particle. To obtain the Stokes-Einstein equation, the mobility
is determined from Stokes’ law as F
V∞ and the resulting expression is introduced
into Equation (1.15) to give:
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μπrkTD
6= (1.16)
Although the Stokes-Einstein equation is derived on the assumption of large
solute particles diffusing a continuos medium, the radii of some liquid metal
atoms calculated from this equation show comparatively close agreement with
the values of crystallographic ionic radii. In view of the inconsistency between
the Stokes-Einstein model and the supposed structure of liquid metals, this
agreement is frequently described as merely fortuitous. Indeed, the agreement
between crystallographic radii and those calculated using the Stokes-Einstein
equation should not be accepted as an unequivocal verification of the validity of
the equation to describe diffusion except in an empirical manner. There are
several reasons for this conclusion. First, the crystallographic radii are very much
dependant upon the rather arbitrary assignment of a radius to one element either
from experimental data where the calculated radii are based on the assumed
additive nature of ionic radii to give interionic distance in halide and oxide
compounds. Second, examination of the radial probability functions from
quantum mechanics indicates that no absolute significance should be given to the
concept of radii, since these probability functions tail off zero for an infinite
radial distance. Third, the reported agreement between Stokes-Einstein radii and
crystallographic radii are achieved by judicious selection of the solid state radius
value and by subsequently assuming that a given ionic radius is identical in both
the liquid and solid state. The fact that the Stokes-Einstein equation does predict
approximately the diffusion behaviour in liquid metals implies that Stokes’ law
does provide a good estimate of the mobility. Since the mobility is a ratio of the
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average velocity (taken to be the terminal value) to the force acting on the
particle, both the velocity and the force could be subject to compensating errors
and give an approximate value for the mobility.
1.6.1.2 Hole theory
The oldest structural picture of a liquid is the hole theory, which presumes the
existence of holes or vacancies randomly distributed throughout the liquid and
providing ready diffusion paths for atoms or ions. The concentration of these
holes would have to be very great in order to account for the volume increase
upon melting, thus resulting in much higher diffusion rates in liquids than in
solids just below the melting point. The hole theory has been used to estimate the
activation energy for self-diffusion in a liquid, by assuming that this energy is
equal to that required to form a hollow sphere (hole) of a diameter on the order of
a fraction of a nanometre.
1.6.1.3 Eyring theory
Eyring used his activated state theory (Glasstone, Laidlev and Eyring (1941)) to
explain the mechanism of diffusion, which worked reasonably well for diffusion
in solids and liquids. According to Eyring if the mechanism of activation in
diffusion can be assumed identical with that of viscous flow, the relation between
the self-diffusion coefficient and viscosity in liquids is given by:
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32
1
λλλη =
kTD
(1.17)
Where 1λ is the distance between two adjacent layers and 2λ and 3λ are the
distances between two neighbouring molecules in the moving layer
perpendicular to and in the direction of moving, respectively. Since it is
reasonable to put the λ ’s as the average intermolecular distances, Equation
(1.17) reduces to:
λη 1=
kTD (1.18)
Based on the Eyring’s theory, when a large molecule or ion diffuses or migrates
under the influence of an electric field, in a solvent consisting of relatively small
molecules, it is unlikely that the rate-determining step will be the jump of the
solute molecule from one equilibrium position to the next, since the work
required to produce the necessary space would be very large. It is much more
probable, that the jump of the solute in one direction is the rate-determining
process; the large molecules of solute then moves in the opposite direction into
the space left vacant as a result of the motion of the solvent molecule.
Thus the rate-determining mechanism for large molecules diffusing through a
liquid composed of small molecules is the diffusion of the smaller molecules
around the oncoming large ones by the same mechanism, which these small
molecules use in diffusing around other smaller molecules. In Figure 1.24, a
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small molecule is indicated by A and the large molecule it must diffuse around,
is indicated by B. Also, B’ is for the alternative case of a molecule of the same
kind as A. Now B’ or B will each be advanced the same distance when A in one
case flows around B’ and in the other around B. But the ratio of the distances
which A must travel in the two cases is ra2
λ , where the undetermined number, a,
will vary with the path followed by A in passing around B or B’. We thus expect
the ratio of the diffusion coefficients to be:
)2( raDD λ=
′ (1.19)
Where the diffusion of small molecule around other small molecule is defined
from Equation (1.18), we obtain the diffusion of molecule as:
η)2( rakTDl = (1.20)
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Figure 1.24: Diffusion of large molecule (B) due to the movement of small solvent molecule (A)
Fluctuation theory: Cohen and Turnbull (1959) have proposed an alternative
theory for liquid state diffusion based upon the free volume, hard sphere model.
This theory, assumes that hard sphere atoms moves randomly within a free
volume cell until a fluctuation opens up a path, which permits diffusive
displacement of the contained atom. This theory can be regarded as an activation
volume analog of the more conventional Botlzmann activation energy concept.
This model has been tested by Cohen et al. (1959) using available self-diffusion
data to evaluate the radii for the critical free volume per cell required for
diffusion. These radii have been shown to be comparable to solid state ionic radii
and this result has been taken to support the contention of Glasstone et al. (1941)
that the ionic cores are the diffusing particle in liquid melts. The Eyring’s
equation has been used successfully by several researchers (Eisenhuttenleute
BA
2r
B’
λ
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82
(1995)) but values of λ in Equation (1.18) slightly greater than 2r were needed
to obtain good agreement with experimental data.
1.7 General discussion
The above review of the literature revealed that the rate of dissolution of a solid
oxide into a molten slag has often been observed to be affected by solubility of
solute in the slag, viscosity of the melt, the agitation of bath, formation of a
reaction layer of the solute/solvent interface and diffusivity of the solute in the
solvent. The formation of the solid product layer is related to thermodynamic and
kinetic factors involved in the dissolution process, which can be predicted by
thermodynamic modelling or studying the relevant phase diagrams. The viscosity
data are available form the published data or can be predicted by viscosity
models. Given the fact the diffusivity of lime plays a significant role in the
dissolution of lime in the ladle slag, there is no published data on the lime
diffusivity in low silica slag system as all the previous work focused on the high
silica slag systems. Therefore, in order to fully understand the mechanism of lime
dissolution, there is a need to determine the data for diffusivity of lime in such
slags. The understanding of lime diffusivity could also shed lights on the impact
of various additives on the diffusivity and possibility of utilizing environmental
friendly fluxing agents for enhancing the process of lime dissolution.
In reviewing the diffusivity data by various experimental methods, it has become
apparent that the results obtained by different authors often disagree
considerably. This is due to inherent experimental difficulties at elevated
temperature. In measuring the tracer diffusivity, mass transport by diffusion
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processes occurs at a very much slower rate than by gross convection processes,
which may interfere with measurements of self-diffusivity. Accordingly,
experimental methods are required to either minimize convective transport
processes or incorporate these effects as a part of the experimental technique
under controlled condition.
1.7.1 Questions arising from the literature on diffusivity
• What are the diffusivity and dissolution rate of lime and magnesia in the
ladle type slag?
• What are the effects of additives (like, CaF2, FeOx, TiO2, ilmenite and
MnOx) and temperature on the diffusivity of lime in the ladle type slag?
• What are the criteria for selection of experimental technique for
measuring diffusivity and which method is the appropriate for the present
study?
• What are the conditions governing the formation and stability of a solid
phase layer at the lime/ladle slag interface and how to monitor the impact
of this phase formation on the dissolution rate of lime and diffusivity?
1.8 Methods for measurement of diffusivity
Various experimental techniques for measuring the diffusivity are based on the
two classes of diffusion phenomena: self-diffusion (tracer diffusion) and
chemical diffusion.
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Self diffusion involves movement of the various species present in the melt due
to the random motions. Self diffusion occurs continuously in any melt and can
not be measured because there are no physical manifestations of the process.
Tracer diffusion is the same process as self diffusion, except that a fraction of
one or more of the species in the melt is isotopically labelled to establish tracers.
The diffusive process can then be monitored by observing the movement of the
labelled species. In tracer diffusion both net fluxes and concentration gradients
are present, but only for the tracer component.
Chemical diffusion is the movement of species in response to chemical potential
gradient in the melt. Such gradients could be created by a number processes
including dissolution. Therefore, the diffusivity can be measured experimentally
by a tracer or creating a chemical potential in the melt.
The theoretical and mathematical description of the diffusion measurement
methods is based on Fick’s first and second laws for linear diffusion (in the x-
direction), whereby the equation of diffusion can be expressed as:
[ ]⎭⎬⎫
⎩⎨⎧
∂∂
∂∂
=∂
∂x
txCtxCD
xttxC ),(
),(),(
(1.21)
Where ),( txC is the concentration of diffusing species, x is the special coordinate
along the path of diffusion, t is time and D is the diffusion coefficient. Unlike
diffusion in solid phases, when diffusion in melts is considered, it is usually
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85
assumed that the diffusion coefficient is independent of concentration. The
equation of diffusion can then be written as:
2
2 ),(),(x
txCDt
txC∂
∂=∂
∂(1.22)
The main methods used in the past in measuring diffusivity in melts are outlined
below.
1.8.1 Instantaneous plane source method
In this method a tracer (usually radioactive) is deposited as a thin later at one end
of long column, and the diffusion coefficient can be derived by the use f the
appropriate solution of Fick’s law as:
⎟⎟⎠
⎞⎜⎜⎝
⎛ −=
Dtx
DTQ
C4
exp.2
π (1.23)
Where;
=C Concentration of radioactive atoms at a distance x from the deposit
=Q number of radioactive atoms deposited on the surface
=D diffusion coefficient of radioactive species
=t time for diffusion
The diffusion coefficient may therefore be obtained by plotting Cln versus x2.
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1.8.2 Capillary - reservoir method
In this method, a long capillary tube containing slag is immersed in a large
reservoir of the same molten slag with a known content of the element whose
diffusion rate is to be measured. The temperature of the system is selected in
advance and must be kept constant. After a certain time, during which diffusion
takes place, the capillary tube is removed and cooled down (alternatively the
whole system may be cooled) and the sample is analysed along its length. The
inside diameter of the capillary tube is normally chosen so as to eliminate
convection, and is usually 1 – 3 mm. The capillary is tens of millimetres long, i.e.
longer than the distance to which the diffusing species has penetrated. The time
allowed for diffusion is usually 103 – 104 s. A schematic set-up for this
technique is illustrated in Figure 1.25.
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Figure 1.25: Apparatus for measuring diffusivity of elements dissolved in molten slag by capillary – reservoir technique
1.8.2.1 Semi – infinite capillary
In this method, the initial and boundary conditions for diffusion are, from
Equation (1.22):
Water-cooledvacuum seal
Mullitereaction tube
chamotte tube
furnace
Heating elements
Graphite crucible
Reservoir melt
Graphite capillary sample holder
crucible support
thermocouple
Water cooled vacuum sealed
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88
0)0,( =xC ∞<< x0
0),0( CtC = 0>t(1.24)
Thus, the concentration of the diffusing species is assumed to be constant in the
mouth of the capillary tube. For a semi – infinite capillary tube the solution of
Equation (1.22) using the conditions given in Equation (1.24), can be written as:
⎥⎦
⎤⎢⎣
⎡= 2/10 )(2
),(Dt
xerfCtxC (1.25)
1.8.2.2 Finite capillary
For a finite length l of the column of melt in the capillary tube, comparable with
the distance over which the species in the capillary tube has diffused in the
course of the experiment, the initial and boundary conditions for Equation (1.22)
are:
0)0,( =xC lx ≤<0 (1.26)
0),0( CtC = 0),( =∂
∂x
tlC 0>t
The solution of Equation (1.22), using the condition given in Equation (1.26), is
to be found in Crank (1975). The mean concentration )(tC of a diffusing species
may be written as:
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89
∫=1
0
),(1
)( dxtxCl
tC (1.27)
When inserting the solution for ),( txC into Equation (1.27), we again obtain the
infinite series that, provided experimental conditions are suitably chosen,
converges rapidly. Therefore only the first term of the series need to be
considered when calculating the diffusion coefficient, and under such conditions
one can obtain
[ ]⎭⎬⎫
⎩⎨⎧
−⎟⎟⎠
⎞⎜⎜⎝
⎛=
)(18
ln4
20
2
2
tCC
tl
Dππ (1.28)
Equation (1.28) is specially suitable for calculating the diffusion coefficient D
since it is sufficient to know the mean concentration of the diffusing component
)(tC in the capillary tube; here, it is not necessary to know the entire
concentration curve as it could be altered and/or displaced, for example by
processes taking place during solidification. However, Capillary – reservoir
methods suffer from a number of shortcomings:
Convection: This increases the apparent value of the diffusion coefficient.
Convection may occur:
• During immersion of the capillary tube.
• Because of differences in density, unless the species with the higher
density is placed in the bottom part of the system.
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90
• Because of mechanical effects such as vibration.
• Because of unfavourable temperature gradients.
To prevent convection it is necessary to use capillary tubes of small diameter,
less than 1 – 3 mm. On the other hand, with such small diameters wall effects
may become significant. For example, the diffusing species may attack the wall
and so leave the melt, as occurs when oxygen diffusing in molten slag in a
capillary with alumina walls reacts with alumina to form phases.
Boundary conditions: The boundary conditions for diffusion as given by
Equations (1.24) and (1.26) are not satisfied exactly. At the boundary of the
diffusion system the concentration 0C is not constant because of the diffusion in
the static melt. Moreover, it is not possible to determine exactly the position
0=x .
Changes on solidification: The samples are analysed in the as-cooled state, so
errors arise from the redistribution of solute during solidification and solid – state
transformations.
1.8.2.3 Diffusion couple method
This method uses the combination of semi- infinite and finite capillary tubes. It is
based on bringing into contact two capillary tubes of the same size filled with
slag having different concentrations of the diffusing species in the form of
radionuclides (Figure 1.26). To ensure good contact, the two surfaces of the open
ends of the capillary tubes are polished.
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Figure 1.26: Diffusion couple, two capillaries
An alternative experimental arrangement is shown in Figure (1.23). A capillary
tube of 100 – 200 mm long is filled under vacuum with melt to half its height.
After solidification, the remaining half of the column is filled with melt
containing the species whose diffusion is to be investigated (the second column
having been prepared in another capillary tube). The tube is heated to allow
diffusion to occur, and after solidification the sample is analysed along its length.
In the finite - source method, the second column of the melt containing the
diffusing species is substantially shorter (Figure 1.28).
Capillary tube
Melt containing different concentrations of diffusing species
Capillary tube
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92
Figure 1.27: Diffusion couple, two capillaries
In evaluating the diffusion methods that make use of a combination of semi –
infinite capillary tubes, it is necessary to take into account the following factors:
• The boundary conditions for Equation (1.22) are more closely approached
than in the capillary – reservoir method in that the undesirable
phenomena associated with immersion of the capillary tubes are
eliminated.
• Convection, and hence mixing, may occur after melting down the
samples.
• Wall effects are still present.
capillary tube
melt containing different diffusing species
melt
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93
• The distribution of concentration of the diffusing species can change
during solidification; in some cases rapid quenching can be applied to
minimize problems arising from segregation on freezing.
Figure 1.28: Diffusion couple, one capillary
1.8.3 Electrochemical method
The electrochemical methods most widely used for studying diffusion in melts
are chronopotentiometry, linear voltametry, chronoamperometry, voltametry
with rotating-disk electrode (RDE), and polarography. All these processes are
controlled by the depolarizer (i.e. the ions of the diffusing species) that has to
reach the electrode by either diffusion (as in voltametry, chronopotentiometry,
and chronoamperometry) or forced convection (as in RDE and polarography).
Transport by migration, i.e. the motion of ions under the electric field in solution,
is not usually considered in view of the high electrical conductivity of the melts.
capillary tube
melt containing differentdiffusing species
melt
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The electrochemical method is especially suitable for measuring diffusion in
melts as convection is either eliminated or controlled. The experiments last only
a few seconds, in contrast to the several hours needed for the capillary methods,
and wall effects are not encountered. Of these methods, chronopotentiometry and
RDE are most important in the study of diffusion in melt.
Chronopotentiometry is a galvanostatic method in which pulse of constant
current density is used to perturb a system from its equilibrium. The response of
the system is measured in terms of the dependence of the potential of the
investigated electrode on time. The accuracy of the chronopotentiometric method
in determining diffusivity varies with experimental conditions. At medium
temperature it may be 2 – 30 %, while at high temperature the accuracy is
unknown.
An electrochemical cell is established which contains a metal electrode
containing the diffusing species and the molten slag composition of interest and
electrolysis is carried out at uniform current (I). If the electrode reaction is
controlled by diffusion, Equation (1.29) can be used to derive the diffusion
coefficient as;
0=⎟⎟⎠
⎞⎜⎜⎝
⎛=
ydydCZFDI (1.29)
Where, Z is the valence of the diffusing species, F is the Faraday constant; D is
the diffusion coefficient and ⎟⎟⎠
⎞⎜⎜⎝
⎛dydC is the concentration profile.
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The Rotating disk electrode (RDE) is the electrochemical variant of the rotating
method which will be described in the next section, and is known as voltametry
with RDE. An increasing voltage is applied to the RDE and the current is
measured. The increase in voltage is very slow owing to the diffusion processes
and thus the phenomenon is quasistationary. Voltametry with RDE has been
applied more in aqueous solutions than in melts.
Generally, serious difficulties have been faced in the mentioned methods to
accurately measure diffusion coefficients in liquid slags at elevated temperatures.
The main difficulty is to avoid mass transport by bulk motion of the fluid caused
by natural convection, unless the fluid flow is a part of the measuring method.
This fluid flow is driven by the buoyancy force produced by any temperature and
concentration gradients, which leads to a decrease in liquid density with depth.
1.8.4 Controlled forced convection method
In these methods the errors due to convections are minimised by imposing
controlled forced convection where the hydrodynamic conditions are well
defined. A sample of solid oxide is rotated in the molten slag and the diffusion
coefficient is deduced from the measured rate of dissolution with knowledge of
chemical driving force and boundary layer thickness. Since the hydrodynamics
of rotating disk is well established, a rotating disk or cylinder can be used.
Advantages of this method include:
• The experimental conditions, including slag dynamics are exactly
reproducible.
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• The slag is agitated to a sufficient degree to render a comparison with the
conditions in the real industrial practice.
The mass transfer from the solid oxides to the slag under forced-convection has
been modelled successfully in the past by many researchers. The rotating sample
of solid oxide used in this method could be in the forms of a disk or a cylinder.
The following part will explains the hydrodynamic conditions involved in each
type.
1.8.4.1 Rotating disk method
In this method dissolution of a rotating solid disc in a static melt is measured; the
rate of rotation is chosen so that laminar flow is achieved. The diffusion
coefficient is determined from the dissolution rate, angular velocity, and from the
time of dissolution. The dissolution rate is obtained from either the loss of the
weight of the disk or the reduction in diameter of the rotating disk or the increase
in the concentration of dissolving solid oxide in the melt. The diffusion boundary
layer is right next to the surface of rotating disk; the matter is considered to be
transferred by molecular diffusion. Equations for the tangential, radial, and axial
contributions to fluid flow near the surface of a rotating disk have been derived
by Cochran (1934). With the use of Cochran’s equations, Levich (1962) obtained
the equations for boundary layer thickness of a solute species dissolving from a
rotating disk. The diffusion boundary layer is not sharply delineated, and its
thickness δ varies with the hydrodynamic conditions, i.e. with the thickness 0δ
of the hydrodynamic (Prandtl) layer and with the value of the diffusion
coefficient:
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0
3/1
5.0 δν
δ ⎟⎠⎞⎜
⎝⎛= D
0δδ ≤
2/1
0 6.3 ⎟⎠⎞⎜
⎝⎛=
ωνδ
(1.30)
Where ν is the kinematic viscosity and ω is the angular velocity of rotation of
the disk. Under common experimental conditions, δ and 0δ have values of ~1
and ~0.01 mm, respectively.
To solve the diffusion equation, it is necessary to know the velocity of the
vertical ( )y direction:
22/13
)(51.0)( yyνωυ −≈
2/1
⎟⎠⎞⎜
⎝⎛<<
ωνy
δ≤y
(1.31)
ωνυ 2/189.0)( −≈y ∞→y (1.32)
Transport due to simultaneous convection and diffusion can be determined when
the convective flow in the melt is known. The equation of convective diffusion
(i.e. mass transfer due to diffusion and convection) in one dimension is:
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2
2
yCD
yC
tC
y ∂∂=
∂∂+
∂∂ υ (1.33)
Where, yυ is the flow rate in the y-direction and C is the concentration.
The equation for convection-disc method is a stationary example of the mass-
transport equation for convection and diffusion, i.e. 0=∂∂
tC in Equation (1.33):
2
2 )()()(dy
yCdDdy
ydCy =υ (1.34)
The boundary conditions are:
satCyC == )0( 0)(lim =∞→
yCy (1.35)
Where satC is the equilibrium concentration at the disc/melt boundary, or the
concentration of saturated solution at the disk surface. Equations (1.31) to
(1.35) are fundamental formulas for the rotating-disk method.
By solving Equation (1.34) under the boundary conditions given by
Equation (1.35), and with the velocity )( yυ given in Equation (1.31), it can be
shown that:
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⎥⎥⎥⎥
⎦
⎤
⎢⎢⎢⎢
⎣
⎡
∞→
−=)(
)(1)(
δ
δyf
yfCyC sat (1.36)
Where;
∫=δ
ξξδ
/
0
2 )exp()(y
dy
f
8934.0)( =∞→δyf
(1.37)
To determine the diffusion coefficient by the rotating disk method, it is necessary
to know the flux density j of material from the disc surface dissolving into the
melt:
0
)(
=⎥⎦
⎤⎢⎣
⎡−=
ydyydCDj (1.38)
Substituting of Equations (1.30), (1.36) and (1.37) into Equation (1.38) gives:
satCDj 2/16/13/262.0 ων −= (1.39)
The Levich correlation (1.39) was used by many to prove that the dissolution is
controlled by liquid-phase diffusion. When that is the case, the dissolution rate
should be proportiona l to the square root of the angular velocity of the disk. The
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100
diffusion coefficient D is determined from experimentally derived values of j, i.e.
from the rate of dissolution.
Sandhage et al. (1990) studied the dissolution of sapphire in calcia-magnesia-
alumina-silica melts at 1450 and 1550 ºC. Prior to performing the sapphire
dissolution experiments in melts, they conducted a low-temperature modelling
study, involving glycerol as the model fluid and aluminium cylinders as
“specimens”, in order to determine the proper specimen and crucible dimensions.
The most ideal flow pattern was observed for a 1.3 cm diameter cylinder stirred
at less than 2000 rpm in glycerol contained in a 7.6 cm diameter crucible. For the
mentioned dimension, when alumina cylinder rotated in the glycerol, the glycerol
rose toward the cylinder along an inner, helical path about the rotation axis.
When the liquid was near the bottom of the rotating cylinder, it was thrown
radially outward. The liquid then sank along an outer, helical path. Thus, the
flow pattern near the bottom of aluminium cylinder was consistent with the
velocity distribution predicted by Cochran (1934).
The key benefit of the rotating disk is that the mass flux in the axial direction
from the disk is not a function of radial position, and is therefore, constant over
the entire disk face. This uniformity of the mass flux across the disk surface,
simplifying the subsequent analysis and makes the rotating disk ideal for mass-
transfer experiments. Therefore, The rotating disk is employed largely in
electrochemistry and is convenient for studying chemical kinetics under
laboratory conditions.
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1.8.4.2 Rotating cylinder method
Generally, the mass-transfer coefficient is a function of geometry and fluid
properties of flow through the use of dimensionless numbers such as the
Reynolds number (Re) and Schmidt number (Sc). These dimensionless numbers
are defined as μ
ρVd=Re andD
Scρμ= , where ρ is the density, V is the linear
velocity, d is the characteristic length, μ is the viscosity and D is the
diffusivity of species in the fluid.
Chilton and Colburn (1934) by analogy with heat transfer, developed an
approximation relationship between these variables in terms of a mass-transfer
)( j and dimensionless numbers as:
nD bSc
Vkj −== Re3/2
(1.40)
Where
=Dj mass-transfer j factor from the cylinder side of the crucible
=V linear (peripheral) velocity of rotating disk
=Sc Schmidt number
=k mass transfer coefficient of the cylinder
=Re Reynolds number based on the peripheral velocity of the cylinder
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The constants, b and n, can be determined from experimental data. Generalized
relationships of mass transfer coefficient have been obtained experimentally for
many specific geometries. Eisenberg and Tobias (1955) measured rates of mass
transfer at circular cylinders rotating about their axes in the centre of stationary
cylinders by means of solid dissolution and electrolytic reactions. Benzoic and
cinnamic acids cast into cylinders were dissolved into water and water-glycerol
solutions. The characteristic length dimension for the Reynolds number,
μρldu
=Re , was found to be the diameter of the rotating cylinder, instead of the
gap between the concentric cylinders. Their study involved a large variation of
cylinder diameters (1.94 to 5.02 cm). For the diameters studied, the magnitude of
the gap was found not to affect the rates of mass transfer even under turbulent
flow conditions. They also covered a range of Schmidt numbers from 835 to
11490 and of Reynolds numbers from 112 to 241000. The functional dependence
of the mass transfer coefficient on physical properties of the system was found to
be represented by finding factors b and n of Equation (1.40). Therefore,
Eisenberg et al. (1955) obtained a general correlation of the mass transfer
coefficient as Equation (1.41), which is a function of Reynolds number based on
the rotor diameter.
3.0644.0 Re0791.0 −== ScV
kj cylinder
cylinder (1.41)
Where;
=cylinderj mass-transfer (j factor) from the cylinder side of the crucible
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=V peripheral velocity of rotating disk
=Sc Schmidt number
=cylinderk mass transfer coefficient of the cylinder
=Re Reynolds number based on the peripheral velocity of the cylinder
Kosaka et al. (1966) developed a correlation for the mass transfer from a rotating
metal cylinder into liquid metal at about 1400°C (Equation (1.42)). In their
research, they employed Steel-Al, Steel-Zn, Cu-Pb, Zn-Hg and Sn-Hg as the
combination of solid metal cylinder-liquid metal bath.
25.0644.0 Re065.0 −== ScV
kj cylinder
cylinder (1.42)
A number of researchers measured experimentally the relationship between the
mass transfer (J- factor) from the rotating cylinder with the Reynolds number.
The solute and the properties of the solvent vary in different experiments as
shown in Table 1.7.
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Table 1.7: The correlations developed previously for mass transfer from rotating solute cylinder to the solvents.
Solute Solvent Mass transfer coefficient & Reynolds relationship Researcher
Salt Water – organic liquid 5.0Re664.0 −=j Eisenberg et al. (1955)
Metals Liquid metal 25.0Re065.0 −=j Kosaka et al. (1966)
Dolomite FeOx-CaO-SiO236.0Re152.0 −=j Umakoshi et al
(1984a)
MgO CaO-FeOx-SiO230.0Re126.0 −=j Umakoshi et
al. (1981)
CaO CaO-SiO2-Al2O331.0Re495.0 −=j Matsushima et
al. (1977)
Al2O3 CaO-SiO2-Al2O319.0Re048.0 −=j Taira et al.
(1993)
The logarithmic relation of J- factor and Reynolds number is also shown in Figure
1.29. Umakoshi, Mori and Kawai (1984a) explained the reason for larger values
of J-factor compare to the data obtained by Eisenberg et al. (1955) and Kosaka et
al. (1966). They claimed that such differences may be caused by the
underestimation of the net area for the dissolution process which may be larger
then the geometric one because the rotating cylinder is porous. They also claimed
that high J- factor of lime dissolution obtained by Matsushima et al. (1977)
compared to the other solid oxide dissolutions could be explained by spalling,
i.e., the mechanical separation of CaO particles from sintered lime during
dissolution. Taira et al. (1993) measured the dissolution of alumina into molten
CaO-SiO2-Al2O3 slags. They claimed that relationship between J- factor and
Reynolds number shown in Figure 1.29, is close to extension of line for Kosaka
relation.
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Figure 1.29: The relationship between the mass transfer and Reynolds number according to the previous investigations.
Umakoshi et al. (1981) measured the dissolution of MgO into molten FeOx-CaO-
SiO2 slags at temperatures from 1350 to 1425 ºC. They applied the correlation
developed by Kosaka in their calculations to measure the mass transfer
coefficient. Therefore, the Kosaka correlation might be applicable to the
dissolution of a cylindrical solid oxide into the molten slag.
1.8.4.3 Applicability of rotating disk/cylinder technique
A number of researchers utilized the rotating disk/cylinder technique to
determine the dissolution rate and mass transfer and diffusivity of solid oxides in
the slag. It was shown in the previous section that data on diffusivity of alumina
obtained with this method by Cooper et al. (1964) & Taira et al. (1993) & Lee et
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al. (2001) were in a good accord with the results from Henderson et al. (1961)
measured by capillary-reservoir technique in a slag of similar chemistry.
Although there is no published data on the determination of diffusivity of lime by
rotating disk/cylinder method, Matsushima et al. (1977) & Umakoshi et al.
(1984b) applied this method to measure the dissolution rate and mass transfer
coefficient of lime and dolomite in the slag. As it was shown in the previous
section, the deduced values of apparent diffusivity on the basis of non-dimension
analysis of mass transfer data shows a very good agreement with the data from
direct measurement of diffusivity with instantaneous plane source and capillary-
reservoir techniques by Johnston et al. (1974) & Hara et al. (1989), respectively,
with similar slag chemistries.
The excellent agreement on values of diffusivity of MgO obtained with rotating
cylinder technique by Umakoshi et al. (1981) and inter-diffusivities data of MgO
with diffusion couple method by Ukyo et al. (1982), is also another proof on the
reliability of this technique for measurement of diffusivity in the slag.
The comparison between the diffusivity of iron oxide measured by Xie et al.
(1999) with a rotating disc of solid iron in the slag and data on the galvanostatic
diffusion studies of Nagata et al. (1982) shows a very good agreement .
1.8.5 Selection of experimental technique for the present work
In general, one can conclude the appropriateness of the rotating disk/cylinder
technique for measurement of diffusivity of solid oxides in the slag as:
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• The error caused by convection in measuring tracer diffusivity is
minimised by creating a forced convection under well-defined
hydrodynamic condition.
• The experimental conditions, including slag dynamics are exactly
reproducible.
• The slag is not static and is agitated to a sufficient degree to render a
comparison with conditions in steelmaking process.
Furthermore, according to Levich equation, if dissolution rate of rotating solid
oxide is controlled by mass transfer, then varying the rotation speed will vary the
thickness of the liquid boundary layer adjacent to the disk and hence change the
mass transfer coefficient in the slag phase (Lee et al. (2001)). For a given rotation
speed, the effects of slag chemistry (such as addition of CaF2 and transition
metals) and temperature on the dissolution rate, mass transfer and hence the
diffusivity can also be determined by this technique.
1.9 Objectives of this work
• Determine the diffusivity of lime in CaO – 42 %Al2O3 – 8 % SiO2 slag by
the method of rotating disk/cylinder technique.
• Examine the effects of formation of a solid reaction product on the
slag/lime interface on the dissolution rate and develop a model of
dissolution in the presence of a solid layer.
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• Quantify the effects of additives such as CaF2, Fe2O3, TiO2, Mn3O4, SiO2
and ilmenite on the dissolution rate, diffusivity and solubility of lime in
the slag.
• Quantify the diffusivity of magnesia into the CaO – 55 wt% Al2O3 slag
and investigate the impact of additives such as Fe2O3 and (CaF2 + Fe2O3)
on dissolution rate, diffusivity and solubility of magnesia in the slag.
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CHAPTER 2. Experimental
This chapter explains the experimental setup and material used in this work.
Firstly, the outline of experimental work for measurement of diffusivity is
described. Secondly, details of the material and equipment used in this work are
presented. Thirdly, the procedures used to perform dynamic and static dissolution
experiments are given. Finally, the methods used to analyse the samples are
described.
2.1 The outline of the experimental work
The dissolution rate of CaO and MgO in the slag was determined using rotating
disk/cylinder technique. The rate of dissolution was obtained by measuring the
concentration of dissolving oxide in the melt at different time intervals by
sampling of the melt. The diffusivity of CaO/MgO was deduced from the
dissolution rate data.
According to the literature review, the rotating sample in this technique is either
a cylinder or a disk. In the case of the rotating disk, the effects of the edge of the
disk on the hydrodynamic mass transport of material from the disk surface have
not been precisely quantified. On the other hand, it is often very difficult to
immerse the disk in melt in a way to just have the flat bottom of the disk in the
liquid and the effect of walls on the fluid dynamics and mass transfer would
cause an error. Also in the case of a rotating cylinder, the researchers normally
cover the end part of the cylinder (as a disk) with a cap, so that the dissolution of
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the solute would proceed only at the side surface of the cylinder; however, the
bottom of the cylinder affects the fluid dynamics of dissolution. Thus, it was
decided to use a cylindrical crucible and combine the effect of dissolution of disk
and cylinder sides of the sample in the process of dissolution, which will be
discussed in detail in Chapter 4. The dense lime/magnesia crucible had low
porosity in order to minimize the effect of porosity on the diffusivity. The base
slag considered in the present study has the composition of CaO – 42 wt% SiO 2 –
8 % Al2O3 with addition of 5 wt% CaF2, FeOx, TiO2, ilmenite, MnOx and SiO2,
where we have some knowledge of their phase diagram, viscosity and density
over the temperature range that was investigated.
In the experiments for measuring the diffusivity of MgO, a dense magnesia
crucible was used and the slag investigated was a CaO – 55 wt% Al2O3 slag.
2.2 Material preparation
2.2.1 Dense CaO / MgO crucible
Dense CaO crucibles, 20 mm ID, 16 mm OD and 30 mm high, were supplied by
Rojan Ceramics Pty Ltd. in Australia. The crucibles had low porosity (< 1%) and
contained more than 96.3 wt% CaO with 2.9 wt% of MgO as grain bonding
phase. These crucibles were used as cylinders in the rotating experiments.
Dense MgO crucibles; with the same dimension as lime crucibles were provided
by Fuji Sho Inc. Japan.
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2.2.2 Chemical reagents
The master slags were prepared from Reagent grade chemicals. Table 2.1 details
the chemicals (CaCO3, SiO2, Al2O3, CaF2, Fe2O3, TiO2 and CaF2) used in this
work. The purity and powder size of these chemicals are also included in this
table. All reagents were dried at 120ºC for at least 12 hours before use to remove
moisture resulting in accurate weight. All the materials were weighted with an
electronic balance to a precision of 0.001 grams.
Table 2.1: The source and purity of the chemical composition used in the experiment
Chemical Supplier Comments
CaCO3Ajax Finechem Company, Inc.
Purity > 99%Analytical reagent
SiO2Consolidation Chemical,
Inc. Purity ~ 99.8%
Al2O3Ajax Finechem Company, Inc.
Purity > 97%Analytical reagent
Fe2O3Alrich Chemical Company, Inc.
Purity ~ 99%Analytical reagent
TiO2Alrich Chemical Company, Inc.
Purity > 99.9%Analytical reagent
CaF2Ajax Finechem Company, Inc.
Purity > 97%Laboratory reagent
MnO2Alrich ChemicalCompany, Inc.
Purity > 99%Analytical reagent
Table 2.2 provides the chemical composition of ilmenite used in this study.
Ilmenite was provided by Cable Sands Pty Ltd. Australia.
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Table 2.2: Chemical composition of ilmenite
ilmenite
Oxides Wt%
TiO2 55.3
Fe2O3 24.1
FeO 16
MnO 1.48
Al2O3 0.58
SiO2 0.93
Cr2O3 0.045
P2O5 0.03
2.2.3 Preparation of calcium aluminosilicate master slag
Master slags were prepared in a way to represent the composition of ladle type
slag. The calcium aluminosilicate master slag was made in a 15 KW, 450 KHz
induction furnace at 1500 °C in air. The starting materials for the slags were
reagent-grade CaCO3, SiO2, and Al2O3 that were dried at 120ºC for 12 hours.
The required materials were then weighed and then mixed in a plastic container
on a rotating mill for 1 hour. The mixed powder was melted in a graphite
crucible (90 mm OD and 300 mm high) contained in a clay bonded graphite
susceptor, which was heated to 1500 °C with a heating rate of 600°C per hour.
The slag was held at 1500 °C for half an hour as the graphite crucible was
charged with the remaining powder. After all the slag powder was charged into
the graphite crucible, nitrogen gas was injected to mix the molten slag, by
blowing through an alumina lance into the slag for half an hour. The slag was
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cooled down in the graphite crucible and then the slag was separated from the
crucible by breaking the graphite crucible. The slag was then initially crushed in
a jaw crusher and then in a tungsten carbide ring mill. The resultant very fine
slag powder was again mixed in a plastic container on a rotating mill for one
hour to ensure the homogeneity of slag. As the slag contained some graphite
particles, it was de-carbonized in a platinum dish heated in air in a muffle
furnace at 800°C for 12 hours. The master slag was analysed by XRF analysis at
CSIRO, division of minerals and the results are shown in Table 2.3.
Table 2.3: XRF analysis of master slag, wt%
Sample CaO Al2O3 SiO2 Fe2O3 CuO K2O MgO Na2O P2O5 SO3 Sum
Master slag 48.8 42.2 7.8 0.2 0.01 0.01 0.04 0.04 <0.005 <0.005 99.1
The slags with additives were made by pre-melting mixtures of reagent-grade
CaF2, Fe2O3, TiO2 and MnO2 with the master slags. The additives were dried at
120°C for 12 hours. After weighing and mixing the material, the mixture was
melted in a platinum crucible in a muffle furnace, which was programmed to
attain 1500 °C with a ramping rate of 300ºC per hour, the atmosphere inside the
muffle furnace was air. The melt was then poured onto a cold copper plate to
quench. The quenched slag was then pulverized in a tungsten carbide ring mill.
The final composition of slags were analysed using the XRF technique, the
results are shown in Table 2.4.
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Table 2.4: Chemical composition of various slags for lime dissolution study, wt%
Sample CaO Al2O3 SiO2 CaF2 FeOx TiO2 MnOx
slag + CaF2 5% 47.79 39.8 8.09 4.82 - - -
slag + FeO 5% 47.3 40.3 7.52 - 5.09 - -
slag + TiO2 5% 47.5 40.3 7.76 - - 4.93 -
slag + ilmenite 5% 47.3 39.8 7.94 - 2.13 2.82 -
slag + MnOx 5% 47.6 40.3 7.84 - - - 4.6
slag + SiO2 5% 47.4 40.2 12.8 - - - -
2.2.4 Preparation of calcium aluminate slag
The calcium aluminate master slag for the study of dissolution of magnesia, was
prepared in the same method described above. The composition of base slag and
slags with additives are listed in Table 2.5.
Table 2.5: composition of slag with additives for magnesia dissolution study, wt%
Sample CaO Al2O3 FeOx CaF2
master slag 45 55 - -
slag + FeO 5% 42 50.7 5.4 -
slag + FeO 10% 40.2 48.7 9.7
slag + CaF2 5% +FeOx 5% 41.5 49.0 5.3 3.6
slag + CaF2 5% +FeOx 10% 39 45.8 9.9 3.7
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2.3 Experimental apparatus
The dissolution kinetic experiments were carried out in a vertical tube furnace. A
schematic diagram of the furnace arrangement is shown in Figure 2.1. A
Pythagoras furnace tube (50mm ID and 800 mm high) was heated by three U-
shaped MoSi2 heating elements. The temperature was controlled with type R
thermocouples (Pt/ Pt-13% Rh) positioned outside the Pythagoras furnace tube
and connected to a Eurotherm Controller, which maintained temperatures to ±
1°C. Both ends of the Pythagoras tube were sealed by water-cooled brass end-
caps. A type-R thermocouple was used for measuring the temperature of the
crucible. This thermocouple was cemented to the alumina platform that the
platinum crucible sat on.
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Figure 2.1: Schematic of the experimental apparatus used for the rotating cylinder tests
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2.4 Experimental procedure
2.4.1 Rotating experiments
Dissolution rate of dense CaO/MgO in slags with additives was measured by
carrying out experiments using the rotating disk method in a tube furnace. The
experimental set-up is shown in Figure 2.1. The lime/magnesia crucible (20 mm
OD and 30 mm high) was cemented with Zirconia paste to the end of an alumina
tube (8 mm OD), which was then cemented to a stainless steel shaft (Figure 2.2).
Figure 2.2: Photo of the CaO/MgO crucible attached with Zirconia paste to the alumina rod
The steel shaft was driven by an electric stirrer at constant speed. The rotation
speed of the motor could be varied between 20 and 900 rpm. The speed of stirrer
was checked regularly with a digital tachometer.
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In each experiment about 60 grams of slag was used. The slag was contained in a
Pt – 10% Rh crucible (40 mm in diameter and 44 mm in height) placed on a
platform that could be manually lowered and raised to adjust the immersion
depth of the sample in the slag. An R-type thermocouple positioned beneath the
platinum crucible was used to monitor the temperature of the melt.
The tip of the lime crucible was located in the centre of the hot zone and the
platinum crucible was positioned 10 mm below the lime crucible during the
furnace heat-up, at a rate of 120 ºC/hour. After reaching the target experimental
temperature, the slag was allowed to homogenize for 1~2 hours. Dried air was
used to control the atmosphere in the tube furnace.
The platinum crucible was then raised to immerse 15 ~ 20 mm of the lime
sample so that there was always 10 mm distance between the bottom of the lime
crucible and bottom of platinum crucible; and then the rotation was started. The
molten slag was sampled at regular time intervals using a cold 2-mm-diameter
platinum rod attached to a stainless steel tube from the top of the furnace. The Pt
rod was dipped into the melt, and quickly removed from the furnace. The slag
attached to the tip of the Pt wire was rapidly quenched in water. Then the slag
sample was crushed and dried for 1 hour to remove any moisture. The slag
samples were crushed fine for XRF analysis. The XRF results were then used to
measure the concentration of the CaO dissolved in the slag. The dissolution rate
of CaO was determined from the variation in composition of slag with time.
After the last sampling for the required period, the Pt crucible was lowered and
the furnace was cooled down at the rate of 180 ºC per hour. A similar procedure
was used for measuring the dissolution of MgO into slags.
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2.4.2 Static experiments
The solubility of lime in the slag and also the possible formation and growth rate
of solid phases formed on the CaO crucible/slag interface were studied by
carrying out the series of static experiments. The experiments were carried out
using a muffle furnace. In each experiment a platinum capsule was used to
contain the slag and a piece of lime. The small platinum capsules used in the
experiments (15 mm ID by 32 mm height) were made by welding two sides of a
thin platinum foil. About 0.5 gram of slag and 0.6 ~ 0.7 gram of dense chipped
CaO from crucible pieces (which was used for rotating experiments) was
contained in the platinum capsule and were placed in the shallow holes drilled in
refractory bricks in order to hold the platinum crucibles vertically. After reaching
the target temperature and staying at temperature for the required reaction time,
the platinum capsule were taken out of the muffle furnace and rapidly quenched
on a brass plate, which was also cooled by an air flow on its back surface. The
platinum capsule with their contents were mounted in resin and then cut and
polished for SEM analysis.
2.5 Analytical techniques
Approximately 0.5 grams of the finely ground, oven dried slag power resulted
from sampling was accurately weighed into an 95% Pt – 5% Au crucible with
approximately 6 grams of 12:22 lithium tetraborate/metaborate flux. The mixture
was fused into a homogeneous glass over an oxy-propane flame at a temperature
of approximately 1050 ºC. The molten material was poured into a 32 mm
diameter 95% Pt – Au mould heated to a similar temperature. The melt was then
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cooled by air jets for approximately 300 seconds. The resulting glass discs were
analysed on a Philips PW2404 XRF system using a control program developed
by Philips and algorithm developed at CSIRO Minerals by P.G.Fazey. Oxygen in
the XRF analysis was calculated by assuming stoichiometry for the oxides
species. The error involved in the XRF analysis in the present work was within ±
1% for the analysis of the low concentration components.
2.5.1 Scanning Electron Microscopy and Energy Dispersive System analysis (SEM-EDS)
The samples from static experiments were mounted in epoxy resin and cut with a
diamond saw, then they were ground initially with the Struers waterproof silicon
carbide paper at consecutive grits sizes of 600, 800, and 1200 mμ using a Struers
Labopol-5 grinding machine at 300 rpm. Since the samples were very sensitive
to moisture, kerosene was used as the lubricating fluid. Diamond polishing of the
specimen was done using polycrystalline diamond paste of 6, 3 and 1μm microns
consequently on Chemo-textile Cloth (Leco-PAN-W). A LECO G25 Rotary
Polisher was used for the final stage of polishing. Finally, the samples were
coated with carbon layer (thickness:~ 200 A) using a vacuum evaporator to
provide a conducting surface.
A Philips XL30 Scanning Electron Microscopy (Figure 2.3) at School of
Chemical Engineering, University of Melbourne equipped with an Oxford Link
ISIS Energy Dispersive System and an ATW Pentafet SiLi detector was used for
the SEM analysis of examination of mounted samples. The electron optical
system accelerating voltage was 20 KV. The various phases present in the
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samples were identified from the different crystal forms and colour intensities
displayed in back-scattered electron (BSE) images generated by SEM. The EDS
was then used to quantify the chemical composition of the phases. The EDS was
calibrated with Bedrock Scientific Ltd standard reference block SB 1/a. The
standards were carefully selected to be free of line overlaps and were stable
inorganic compounds or single elements. Table 2.6 lists the standards used in the
calibration of the EDS in this work.
Figure 2.3: The Philips XL30 used for the SEM analysis
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Table 2.6: Standards used in the calibration of Philips XL 30 SEM
Elements Standards
Ca CaSiO3
Al Al2O3
Si SiO2
Mg MgO
Fe FeS2
Ti Ti
Mn MnSiO3
F LiF
O SiO2
2.5.2 Microprobe analysis
A CAMECA SX50 electron probe micro-analyser (EPMA) at the Electron
Microscopy Unit, The University of New South Wales was used in quantitative
analysis of the samples (Figure 2.4). It is a fully automated instrument employing
four wavelength dispersive spectrometers in order to analyse various elements.
These elements were analysed with the TAP, PCO and PET crystals. All samples
were examined using an accelerating voltage of 15 KV, a beam current of 20 nA
and a beam size of 1 micron. The instrument was operated with SAMx
application software. X-ray intensity distributions were acquired for the main
constituents to produce elemental analysis across the area of interest. The
calibration was performed by taking peak and background measurements on a
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standards listed in Table 2.7. All standards are in the Austimex Block, which was
polished under perfect sample preparation by Mr. Rad Flossman at UNSW.
Figure 2.4: The CAMECA SX-50 Micro Probe used for the EPMA analysis
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Table 2.7: Standards used in the calibration of SX-50 Micro probe
Elements Standards
Ca Diopside
Al Sanidine
Si Diopside
Mg Diopside
Fe Haemetite
Ti Rutile
Mn Rhodonite
F Calciumfluoride
O Diopside
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CHAPTER 3. Experimental results
The results of the present work are detailed in this chapter. The results are
presented in two main sections: rotating disk experiments in section 3.1, and
static experiments in section 3.2. The results from dissolution of CaO in calcium
aluminosilicate based slag under forced convection in air are presented in section
3.1.1. The effects of variables such as rotation speed, temperature and slag
chemistry (additives; CaF2, TiO2, Fe2O3, Mn2O3, ilmenite and SiO 2) on the
dissolution of lime are also presented in this section. The apparent dissolution
rate was deduced from the variation of dissolved lime concentration in the slag
with time and the effect of variables on the dissolution rate is presented in this
section. Finally, results from dissolution of MgO in calcium aluminate based slag
in air, at 1430 °C and under forced convection are presented in section 3.1.1.5.
The variation of dissolution with rotational speed and effects of additives such as
Fe2O3 and (CaF2 + Fe2O3) on the dissolution rate are summarized in this section.
The results from experiments carried out under static condition are presented in
section 3.2, reaction of lime with base slag produced a solid phase at the
lime/slag interface and the growth rate of the layer is deduced. The
measurements on solubility of lime in the base slag and slags with additives such
as (CaF2, TiO2, Fe2O3, Mn2O3, ilmenite and SiO 2) at various temperatures are
presented in this section. This section also contains the results from solubility of
MgO in calcium aluminate based slag and slags with addition of Fe2O3 and
(CaF2+ Fe2O3) at 1430°C.
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3.1 Rotating experiments
3.1.1 Dissolution of CaO in calcium aluminosilicate slag
The CaO dissolution in the calcium aluminosilicate slag was investigated by
rotating a lime sample in molten slag in a platinum crucible. The initial slag
composition was CaO – 42 wt% Al2O3 – 8% SiO2 as shown in Figure 3.1. Lime
crucible was used as the rotating samples in melt with dimensions of 20 mm in
diameter and 30 mm in height. The selection of this slag chemistry was based on
the consideration of phase diagram and typical ladle slag in steelmaking. The
experiments were carried out in air, initially at 1430 °C, with rotational speeds
ranging from 30 to 150 rpm and with the reaction time of up to 1 hour. These
experiments were followed by investigation on the effect of temperature and slag
chemistry, i.e. addition of CaF2, TiO2, Fe2O3, Mn2O3, ilmenite and SiO2 on the
dissolution of lime at constant speed. The amount of slag used in each test was
about 60 grams. The CaO concentrations in the bulk slag were determined by
sampling of molten slag at time intervals. The lime dissolved in the slag was
analysed using XRF, with the estimated error being within ±0.2 – 0.3 wt% in the
slag phase. All the concentration data were smoothed by Rational curve fitting
using Curve Fitting Toolbox in MATLAB (MATLAB (2000)). The raw
experimental data are presented in CaO (wt %) versus time graphs in the form of
dot points throughout this chapter and also in Appendix A. The curve fittings are
also presented in the form of continuous curves going through the experimental
data in each graph. Both raw experimental data and corresponding curve-fitted
values are tabulated as separate columns in tables relevant to the CaO
concentration versus time graphs.
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Figure 3.1: CaO-Al2O3-SiO2 system phase diagram from Slag Atlas (Eisenhuttenleute (1995))
3.1.1.1 Effect of rotating speed on dissolution rate
These experiments were carried out to study the effect of increasing the rotation
speed from 30 to 150 rpm on the dissolution/dissolution rate of lime in the master
slag in air and at a temperature of 1430 ºC. It was observed that by increasing the
rotation speed from 30 rpm to 150 rpm, the dissolution rate was increased by a
factor of 13.5. The fact that the dissolution rate was increased with the rotation
speed implies that mass transfer in the slag played a significant role in the
dissolution of lime in the slag phase.
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The curve-fitted results are shown in Figure 3.2. The raw data are detailed in
Appendix A.1. The initial lime concentration was a bit different for various
speeds, where the slag made for each experiment had slightly different slag
chemistry as the target lime content of slag was about 50 wt%.
Figure 3.2: The concentration of CaO (wt%) in the melt with increasing the rotation speed at 1430 ºC
The initial dissolution rate (g/(cm2.s)) was derived from the slope of CaO
concentration curves with respect to dissolution period and on the basis of
Equation (3.1):
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60100 ×××=
Awsloperate (3.1)
Where; w is the weight (g) of slag and A is the surface area (cm2) of the lime
crucible in contact with the slag. The slope of the dissolution curves were
obtained by fitting a straight line through the initial experimental concentration
data using MATLAB. The lime crucible used in the experiments, geometrically
consisted of a disk at the bottom of crucible and a cylinder at the wall, therefore
the total area of the lime sample was taken as area of disk and area of cylinder in
contact with the slag. The calculation of the area is detailed in Chapter 4. In
calculation of the area of lime samples, the height of a sample was considered as
the depth of lime crucible immersed in the melt which was about 15~20 mm. The
radius of the lime sample changed with temperatures and slag chemistry during
dissolution. To simplify the calculation, the area of the sample was assumed to
be constant. This may cause an error, which is detailed in Appendix D. This is
one of the reasons that the initial CaO concentration data only was included for
the dissolution rate calculations, as the area of the lime crucible was steadier
during the early stages of rotation of lime in the melt. The errors associated in
calculation of rate of dissolution is about 15~20%, which is detailed in Appendix
D.
The rate of lime dissolution is tabulated in Table 3.1, which shows an overall
increase in the rate of dissolution by increasing the rotational speed.
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Table 3.1: The rate of lime dissolution (gr.cm-2.s-1) in the slag at 1430 ºC in air
Slag Static rpm = 30 rpm = 60 rpm = 90 rpm = 120 rpm = 150Master slag 4.78×10-6 3.18×10-5 2.23×10-5 5.03×10-5 4.78×10-5 6.37×10-5
As mentioned before, the lime sample used in the experiments was in the form of
a cylinder and a disk. The mass transfer from the disk side of the sample can be
calculated by the following Equation (3.2):
)(61.0 2/16/13/2 CbCsDj −= − ων (3.2)
Where, j (g/cm2.s) is the mass flux, sC and bC (g/cm3) are the saturation and
bulk liquid slag concentration, D (cm2/s) is the diffusion coefficient of lime in
the slag, ν is the kinematic viscosity of the melt (cm2/s), and ω (rad/s) is the
angular velocity of the disk. The mass transfer coefficient diskk (cm/s) from the
disk side of crucible can be written as:
6/12/13/2621.0 −= νωDk disk (3.3)
Equation (3.2) describes the dissolution that is rate limited by mass transfer
through a concentration boundary layer in the melt.
The mass transfer from the cylinder side of the sample can be calculated by the
following Equation (3.4):
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3.0644.0 Re0791.0 −== ScV
kj cylinder
cylinder (3.4)
Where j (g/cm2.s) is the mass flux, cylinderk is the mass transfer coefficient of the
cylinder, V is the peripheral velocity of rotating disk, Sc is Schmidt number and
Re is the Reynolds number. The mass transfer coefficient cylinderk (cm/s) from the
cylinder side of crucible can be written as:
75.041.0
)(065.0 ων
⋅⎟⎠⎞⎜
⎝⎛= rDkcylinder (3.5)
Where r is the radius of the rotating cylinder (cm).
The total mass transfer from the rotating sample to the slag can be calculated
according to Equation (3.6), which will be explained in detail in Section 4.1.3.
cylinderdisktotal khr
hkhr
rK ⋅+
+⋅+
=2
22
(3.6)
Thus, if mass transfer in liquid phase plays a significant role in the dissolution of
lime in the slag phase, then the mass transfer coefficient and consequently the
dissolution rate should be proportional n-th power of a stirring speed, where n is
0.5 for the disk and 0.75 for the cylinder as two boundary conditions. Figure 3.3
and Figure 3.4 show a linear dependence of the dissolution rate with the 0.5 and
0.75 – th power of rotation speed in the speed range of 30 to 150 rpm. Based on
Equation (3.6), and by calculation of kinematic viscosity of slag at 1430 ºC
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(according to the models explained in Appendix B and C) and the area of disk
and cylinder in contact with slag, the total mass transfer and consequently the
dissolution rate is proportional to the rotation speed according Equation (3.7):
75.05.0 027.0095.0 ωω +≈totalRate (3.7)
The result in Figure 3.6 shows a linear relationship between the dissolution rate
and the correlation of rotation speed expressed in Equation (3.7). The apparent
linear dependence of the initial rate on the ( 75.05.0 ωω BA + ) provides an
evidence that liquid phase mass transfer played a significant role in controlling
the dissolution of these samples over the rotation speed of 30 to 150 rpm. As it
will be explained later in this chapter, in static experiments at 1430 ºC formation
and growth of a solid layer on the surface of lime specimen were observed, while
at higher temperature this phase was not stable and did not form. It is thus
reasonable to consider that the measured dissolution rates at 1430 ºC were in a
mixed controlled regime of liquid phase mass transfer and diffusion in the solid
layer formed.
The variation of dissolution rate with 0.5 and 0.75 –th power of rotation speed as
two boundary conditions was also investigated at 1600 ºC at 30, 60 and 90 rpm
(Figure 3.3 and Figure 3.4). The total dissolution rate is related to the rotation
speed according to Equation (3.8), with calculation of kinetic viscosity of slag at
1600 ºC.
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75.05.0 043.0115.0 ωω +≈totalRate (3.8)
A linear relationship holds between these two variables (Figure 3.5). The
observed effect of temperature on destabilising the solid layer separating the lime
and slag at 1600 ºC from the present work is in agreement with the CaO – Al2O3
– SiO2 phase diagram which does not show the formation of any reaction layer
while lime is dissolving in the slag at 1600 ºC. Therefore, the dissolution rate
data for various rotation speed at 1600 ºC in the present work suggesting that the
dissolution is controlled by the mass transferred into the liquid phase and not in
the mix-controlled regime due to the formation of a solid layer.
The measured data under static condition, i.e zero rotation speed should
correspond to the rate of lime dissolution under any natural convection and
agitation caused by sampling the melts. As the rotation speed of 90 rpm was in
the middle range of the speeds at 1430 and 1600 ºC, where there is a linear
relationship between the dissolution rate and 0.5 and 0.75 –th power of rotation
speed and their combination, 90 rpm was chosen as the constant speed for the
rest of experiments, where the influence of temperature variation and additives in
the slag were investigated
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Figure 3.3: Variation of the dissolution rate of CaO versus the square root of rotation speed in air at 1430 and 1600 ºC
Figure 3.4: Variation of the dissolution rate of CaO versus the 0.75-th power of rotation speed in air at 1430 and 1600 ºC
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Figure 3.5: Variation of the dissolution rate of CaO versus 75.05.0 ωω BA +of rotation speed in air. A and B are defined at 1430 and 1600 ºC
3.1.1.2 Variation of CaO dissolution at various temperatures in the master slag
Experiments were carried out to study the dissolution of lime in master slag at
temperatures of 1430, 1500, 1550 and 1600 °C in air and a rotating speed of 90
rpm. The results show an increase in dissolution rate of lime when the
temperature was increased from 1430 to 1600 °C as it is shown in Table 3.2. At
1600 °C the dissolution rate was increased by a factor of 2.
At 1430 °C, the variation of CaO concentrations with reaction time at rotating
speed of 90 rpm is illustrated in Figure 3.6 and also presented in Table 3.3. The
concentration data have the error of about 0.2 – 0.3 wt% (absolute) in XRF
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analysis of the slag samples. The dissolved CaO concentration in slag increased
more rapidly in the first 10 minutes and then dissolution of CaO slowed.
Although the lime crucible was not fully dissolved in the slag after the
completion of the experiment, CaO reached a level of 52 wt%, which is still far
from the saturation level of about 59 wt%. This observation suggests the
formation of a stable solid layer, which hindered further dissolution of lime
under the given experimental conditions.
The formation of a product layer at the lime/slag interface was investigated and
confirmed by performing static reaction of lime with slag at 1430 °C and the
results are presented in Section 3.2. The results for rate of dissolution of lime in
the slag for all experiments at different times and various additives are tabulated
in Table 3.2.
Table 3.2: The rate of dissolution of lime (g/cm2.s) in the slag at various temperatures and with additives
Temperature ( ºC ) 1430 1500 1550 1600
master slag 5.03×10-5 6.37×10-5 8.83×10-5 1.27×10-4
slag + CaF2 - 2.31×10-4 2.72×10-4 3.30×10-4
slag + Fe2O3 1.34×10-4 1.63×10-4 1.85×10-4 2.23×10-4
slag + TiO2 7.96×10-5 1.21×10-4 1.34×10-4 1.72×10-4
slag + ilmenite - 9.55×10-5 2.10×10-4 2.55×10-4
Slag + Mn3O4 9.55×10-5 1.40×10-4 1.66×10-4 2.17×10-4
slag + SiO2 - 6.61×10-5 1.01×10-4 1.34×10-4
- slag likely to contain solid phase
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Figure 3.6: Concentration of CaO dissolved in base slag at 90 rpm and in air at 1430 °C
Table 3.3: The variation of CaO concentration in base slag by measurements from XRF analysis at 90 rpm and in air at 1430 °Cfor 1 hour
XRF analysis of bulk slag (wt%)Reactiontime (min)
SiO2 Al2O3 Fe2O3 MgO CaO
CaO from curvefitting
0 8.06 42.0 0.31 0.09 49.83 49.83
5 7.91 41.9 0.18 0.08 50.50 50.31
10 7.83 41.7 0.20 0.09 51.00 50.65
15 7.83 41.6 0.15 0.10 51.10 50.91
20 7.74 41.3 0.14 0.11 51.07 51.11
25 7.77 41.3 0.15 0.12 51.34 51.27
30 7.74 41.0 0.14 0.11 51.39 51.40
35 7.74 41.1 0.12 0.13 51.60 51.51
40 7.71 40.8 0.13 0.13 51.46 51.60
45 7.80 41.2 0.15 0.14 51.66 51.68
50 7.72 40.8 0.19 0.13 51.82 51.75
55 7.70 40.6 0.13 0.14 51.71 51.81
60 7.69 40.7 0.13 0.15 51.95 51.86
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In experiment at 1500 °C, the lime dissolution was increased with reaction time.
Results in Figure 3.7 show that after one-hour reaction time, the dissolved lime
in the slag had not reached the lime saturation limit of about 59 wt%. At 1500 ºC
and after the completion of the experiment, a substantial reduction in diameter of
the lime sample was observed, which was due to faster dissolution at higher
experimental temperature. The reduction in surface area of the lime sample
appeared to be the cause of slowing down of the of dissolution rate. The results
are also tabulated in Table 3.4. Results at 1550 °C and 1600 °C are tabulated in
Table 3.5 and Table 3.6 and illustrated in Figure 3.8 and Figure 3.9, respectively.
The time intervals for sampling of slag during the rotating of lime in slag at these
two temperatures were every two minutes for the first ten minutes of experiment,
where the dissolution rate is faster and the rest of the sampling performed at
every 10 minutes. At these two temperatures the curves reached plateau after the
first ten minutes of reaction. After 60 minutes and at the end of the experiment, it
was observed that the bottom of the crucible was totally dissolved in the slag at
1550 and 1600 ºC. It is likely that the disappearance of the bottom of CaO
crucible happened after 10 minutes of reaction time, when the slope of lime
dissolution curve just started to decrease, and then the dissolution continued from
the remaining wall of lime crucible with much smaller surface contact with the
molten slag. As the lime sample was attached to the alumina tubes with zirconia
paste, the complete dissolution of lower part of lime sample exposed the zirconia
paste to the melt and resulted in traces of zirconia in the chemical analysis of the
slag samples after 10 minutes of reaction time. As the calculation of the mass
transfer coefficient and diffusion coefficient was based on the complete geometry
of the crucible, i.e. disk and cylinder, so the CaO concentration data up to the
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reaction time of ten minutes were used in the calculations. It can bee seen that at
1500 ºC as the crucible was not fully dissolved in the slag, during the reaction
time, the dissolution occurred from the whole surface of the sample. This lead to
higher concentration of CaO in slag compare to the 1550 ºC close to the end of
reaction time, but the rate of dissolution of lime at 1550 ºC was still higher than
at 1500 ºC. The dissolution rate at 1600 °C was found to be higher than the rate
at 1550 °C.
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Figure 3.7: Concentration of CaO dissolved in base slag at 90 rpm and in air at 1500 °C
Table 3.4: The variation of CaO concentration in base slag by measurements from XRF analysis at 90 rpm and in air at 1500 °C
SiO2 Al2O3 Fe2O3 MgO CaO
0 8.08 43.1 0.185 0.03 50.2 50.202 7.91 42.7 0.160 0.03 50.4 50.404 7.74 41.9 0.067 0.07 50.6 50.596 7.89 42.6 0.060 0.05 50.6 50.768 7.88 42.6 0.062 0.07 51.1 50.9110 7.82 42.4 0.059 0.07 51.1 51.0520 7.73 41.8 0.055 0.09 51.4 51.6330 7.74 41.5 0.079 0.14 52.2 52.0540 7.57 40.9 0.060 0.14 52.5 52.3950 7.58 40.6 0.052 0.18 52.5 52.6860 7.48 40.3 0.062 0.16 53.0 52.93
Reactiontime (min)
XRF analysis of bulk slag (wt%) CaO from curvefitting
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Figure 3.8: Concentration of CaO dissolved in base slag at 90 rpm and in air at 1550 °C
Table 3.5: The variation of CaO concentration in base slag by measurements from XRF analysis at 90 rpm and in air at 1550 °C
SiO2 Al2O3 Fe2O3 MgO CaO
0 8.1 43.1 0.22 < DL 50.2 50.192 7.93 42.7 0.143 < DL 50.6 50.554 7.80 42.0 0.089 0.06 50.7 50.846 7.82 42.1 0.077 0.08 51.0 51.088 7.77 41.8 0.077 0.09 51.4 51.2810 7.77 41.6 0.086 0.12 51.6 51.4420 7.68 41.3 0.066 0.11 51.8 51.9830 7.65 41.1 0.063 0.13 52.3 52.2640 7.5 40.3 0.08 0.1 53.4 52.4250 7.6 40.6 0.06 0.1 52.6 52.5160 7.54 40.5 0.066 0.14 52.5 52.56
Reactiontime (min)
XRF analysis of bulk slag (wt%) CaO from curvefitting
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Figure 3.9: Concentration of CaO dissolved in base slag at 90 rpm and in air at 1600 °C
Table 3.6: The variation of CaO concentration in base slag by measurements from XRF analysis at 90 rpm and in air at 1600 °C
SiO2 Al2O3 MgO CaO
0 8.1 42.4 < DL 49.4 49.37
2 8.1 42.3 < DL 50.6 50.86
4 7.7 41.3 0.1 51.7 51.37
6 7.7 41.1 < DL 51.8 51.64
8 7.8 41.1 0.1 51.8 51.82
10 7.9 41.1 0.0 51.7 51.94
20 7.6 40.6 0.1 52.2 52.29
30 7.4 40.1 < DL 52.6 52.50
40 7.3 39.4 0.2 52.7 52.67
50 7.2 39.4 0.2 52.8 52.83
60 7.2 38.9 0.2 52.2 52.97
Reactiontime (min)
XRF analysis of bulk slag (wt%) CaO from curve fitting
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Figure 3.10: Comparison of CaO Concentrations dissolved in slag at 90 rpm and in air at 1430 – 1600 °C
Figure 3.10 shows the curve-fittde data on dissolution of CaO in calcium
aluminosilicate slag at various temperatures. It was found that by increasing the
temperature of the experiments, the amount of dissolution lime increased.
3.1.1.3 Effect of additives on the dissolution of CaO in slag
In order to investigate the effect of additives on the lime dissolution rate, 5 wt%
of CaF2, Fe2O3, TiO2, Mn2O3, ilmenite and SiO 2 were added to the master slag.
The experiments were conducted at temperatures ranging from 1430 to 1600 °C
and at constant rotating speed of 90 rpm. Fe2O3, TiO2, Mn2O3 and ilmenite were
expected to increase the diffusivity and ionic conductivity, while SiO 2 was
expected to have the opposite effect. The effect of additives on the concentration
of lime in the slag at each temperature is presented in Appendix A, while for
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each additive the results at various temperatures are compared in the following
sections.
3.1.1.3.1 Effect of CaF2 addition on dissolution of CaO in slag at various temperatures
The influence of CaF2 on the dissolution of CaO in calcium aluminosilicate slag
was investigated by addition of 5 wt% CaF2 to the slag and carrying out
dissolution experiments at 1430, 1500, 1550 and 1600 °C. The experiments were
performed in air and a rotation speed of 90 rpm and for a reaction time of 20
minutes. The dissolution of lime in the slag was so fast specially at temperatures
higher than 1500 °C, that the bottom and lower half of crucible were dissolved
after 10~20 minutes of running experiments, which is shown in Figure 3.11, on
this basis, the reaction time was limited by 20 minutes. The results for
experiments with 5 wt% CaF2 content of slag and at 1430 °C are presented in
Appendix A.2. The dissolution of lime at 1430 ºC increased dramatically
compared to higher temperatures. By examining the lime specimen after
completion of experiments at 1430 ºC (Figure 3.11), deep grooves were found on
the surface of the crucible, which indicates that solid particles caused physical
erosion of lime from the specimen rather than dissolution of lime into the liquid
slag. The phase diagram for CaO-Al2O3-CaF2 system (Figure 3.12) shows the
possibility of formation of a compound 11CaO.7Al2O3.CaF2 during the reaction
of lime with slag at 1430 °C. As the melting point of this compound is 1577°C, it
was postulated that the solid phase formed was floating in melt causing the
erosion of lime crucible and chipped off lime pieces from the surface of lime.
This resulted an excessive CaO content of slag from XRF analysis of sampled
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slags from the bath. By conducting experiments at 1500, 1550 and 1600 °C, the
dissolution rate was slower than at 1430 °C. By increasing the temperature, the
11CaO.7Al2O3.CaF2 solid phase becomes unstable and dissolves in the slag,
decreasing the possibility of erosion of lime specimen by solid phase, which is
also confirmed by static experiments in section (3.2.1.2). The results are shown
in Appendix A.2. The lime dissolution curves at 1500 and 1550 °C have a similar
pattern, but at 1600 °C, the dissolution of lime is higher than at 1500/1550 ºC.
The dissolution rate of lime increased considerably with addition of 5 wt% CaF2
as it was shown in Table 3.2. The curve fitted data on variation of CaO
dissolution for the temperature range of 1430, 1500, 1550 and 1600 °C for the
slag, which contains 5 wt% CaF2 at speed of 90 rpm is shown in Figure 3.13.
Figure 3.11: The lime specimen after dissolution in the slag with 5 wt% CaF2 at 90rpm and after reaction time of 20 minutes
1430 ºC
1600 ºC
1500 ºC
1550 ºC
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Figure 3.12: CaO- Al2O3-CaF2 phase diagram according to Mills and Keene (1981)
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Figure 3.13: Comparison of total CaO content in slag with 5 wt% CaF2 at 90 rpm and in air at 1430 – 1600 °C
3.1.1.3.2 Effect of Fe2O3 addition on dissolution of CaO in slag at various temperatures
Experiments on the effect of addition of 5 wt% Fe2O3 on dissolution of CaO
were carried out in air with a rotation speed of 90 rpm at temperatures 1430,
1500, 1550 and 1600 °C for a reaction time of 1 hour. The results are illustrated
in Appendix A.3. For all experiments with addition of 5 wt% Fe2O3 in the slag,
the bottom of lime crucible was dissolved after the 1 hour reaction and in
experiment at 1600 °C, the whole crucib le was dissolved in the slag. The lime
specimen after the experiments at 1430 and 1500 ºC are shown in Figure 3.14.
Therefore, the concentration data used in the calculations taken from the data up
to the reaction time of 8~10 minutes, when the slope of lime dissolution curve
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has started to change considerably, reflecting a change in the shape of the lime
specimen.
Figure 3.14: The lime specimen after dissolution in the slag with 5 wt% Fe2O3 at 90 rpm and after reaction time of 20 minutes
The effect of addition of Fe2O3 on the dissolution of lime in the slag at various
temperatures is illustrated in Figure 3.15 (curve-fitted data). Increasing the
temperature increased the rate of lime dissolution in the slag.
1500°C 1430°C
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Figure 3.15: Comparison of CaO concentrations dissolved in slag with 5 wt% Fe2O3 at 90 rpm and in air at 1430 – 1600 °C
3.1.1.3.3 Effect of TiO2 addition on dissolution of CaO in slag at various temperatures
The effect of 5 wt% TiO 2 content in slag on the dissolution rate of CaO in
calcium aluminosilicate slag was studied in air with speed of 90 rpm at
temperatures of 1430,1500,1550 and 1570°C. The results are presented in
Appendix A.4. After reaction time of 1 hour at 1430 °C, there was a substantial
reduction in diameter of crucible (Figure 3.16). In experiments at 1500, 1550 and
1600 °C, the bottom of the crucible was completely lost to the slag, which caused
change of dissolution rate of lime in the slag. Therefore the concentration data up
to 10 minutes of reaction time were used to calculate the rate of dissolution. The
curve-fitted concentration of CaO in the slag, which contains 5 wt% TiO 2 is
presented in Figure 3.17.
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Figure 3.16: The lime specimen after dissolution in the slag with 5 wt% TiO2at 90 rpm and after 60 minutes of reaction.
Figure 3.17: Comparison of concentrations of CaO dissolved in slag with 5 wt% TiO2 at 90 rpm and in air at 1430 – 1570°C for 1 hour
1600°C1500°C
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3.1.1.3.4 Effect of ilmenite addition on dissolution of CaO in slag at various temperatures
The influence of addition of 5 wt% ilmenite on the dissolution of CaO in calcium
aluminosilicate slag was investigated at 1500, 1550, 1570 and 1600 °C. The
experiments were performed in air and a rotation speed of 90 rpm and for a
reaction time of 10 minutes. The reaction time was chosen on the basis of
considering the fact that during the dissolution experiments with addition of TiO 2
and Fe2O3, the shape of the cylindrical lime sample was changed after 10~20
minutes of rotation of lime in the melt. According to Figure 3.18, it was observed
that at 1550 and 1570 ºC, there was a substantial reduction in diameter of the
lime sample after the total reaction time of 10 minutes and at 1600 ºC, the bottom
of the lime crucible was lost after completion of the experiment.
The results for addition of 5 wt% ilmenite to the slag at 1500-1600 ºC are
presented in Appendix A.5. The dissolution of lime in the slag containing 5 wt%
ilmenite at 1500 ºC was increased linearly with time and generally was lower
probably due to formation of a solid layer. At 1550 and 1570 ºC, the dissolution
of lime was faster with a similar dissolution pattern, however at 1600 ºC, there
was a pronounced effect on the dissolution of lime compared to other
temperatures. The variation of CaO dissolution for the temperature range of 1500
to 1600 °C for the slag, which contains 5 wt% ilmenite at rotational speed of 90
rpm is shown in Figure 3.19 (curve-fitted data).
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Figure 3.18: The lime specimen after dissolution in the slag with 5 wt%ilmenite at 90 rpm and after reaction time of 10 minutes
Figure 3.19: Comparison of concentrations of CaO dissolved in slag with 5 wt% ilmenite at 90 rpm and in air at 1500 – 1600 °C
b
1600ºC1570ºC
1550ºC1500ºC
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3.1.1.3.5 Effect of Mn3O4 addition on dissolution of CaO in slag at various temperatures
Experiments were carried out with addition of 5 wt% Mn3O4 to the master slag in
air, at rotating speed of 90 rpm at temperatures 1430, 1500, 1550, 1600 ºC for a
reaction of time of 10 minutes. The results are presented in Appendix A.6. The
reaction time was selected as explained in previous sections. At temperatures
above 1430 ºC, the bottom of crucible was again dissolved in slag after
completion of the experiments (Figure 3.20). At 1600 ºC, there were substantial
grooves on the surface of the lime crucible; therefore the dissolution rate was
measured from the data up to 6 minutes where the rate of dissolution could be
considered linear and not affected by the complete dissolution of crucible
bottom. The curve-fitted concentration of lime in the slag with addition of Mn2O3
for various temperatures is illustrated in Figure 3.21.
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Figure 3.20: The lime specimen after dissolution in the slag with 5 wt% Mn2O3 at 90 rpm and after reaction time of 20 minutes
Figure 3.21: Concentration of CaO dissolved in slag with 5 wt% Mn3O4at 90 rpm and in air at 1430 – 1600 ºC
1430 ºC 1500 ºC
1550 ºC 1600 ºC
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3.1.1.3.6 Effect of SiO2 addition on dissolution of CaO in slag at various temperatures
After consulting CaO-Al2O3-SiO2 phase diagram in Slag Atlas (Eisenhuttenleute
(1995)), the experimental temperatures were chosen in a way in order to avoid
formation of solid phases, which would affect the dissolution behaviour of lime
in the slag. The effect of SiO 2 addition on dissolution of lime was investigated by
adding 5 wt% SiO 2 to the slag and carrying out dissolution experiments in air at a
rotating speed of 90 rpm at temperatures 1500 to 1600 ºC. The results are shown
in Appendix A.7. The variation of lime dissolution with changing temperature is
given in Figure 3.22 (curve-fitted data).
Figure 3.22: Comparison of concentrations of CaO dissolved in slag with additional 5 wt% SiO2 at 90 rpm in air at 1500 – 1600 °C for 1 hour
3.1.1.4 Effect of variables on the dissolution rate
The effects of temperature and additives (slag chemistry) on the dissolution rate
of lime is summarized in Table 3.2 and illustrated in Figure 3.23. The dissolution
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rate was calculated according to section 3.1.1.1. The results show that addition of
5 wt% CaF2 increased the dissolution rate compared to the master slag by a
factor 4 at 1500 °C, a factor of 3 at 1550 °C and a factor of 2 at 1600 °C. The
addition of 5 wt% Fe2O3 to master slag at 1430, 1500, 1550 and 1600 °C
increased the dissolution rate of lime about a factor of 3.3, 3.6, 2.6 and 1.9,
respectively. With addition of 5 wt% TiO 2, the dissolution rate increased by a
factor of 1.5, 2, 1.5 in comparison with the values for master slag at temperatures
of 1430, 1500, 1550 °C, respectively and at 1570 °C the rate was about 1.3 times
the dissolution rate for master slag at 1600 ºC. When 5 wt% ilmenite was added
to the master slag, the dissolution rates at 1500, 1550 and 1600 ºC increased by
1.6, 2.3 and 2 times compared to the rate data for master slag. The dissolution
rate of slag containing ilmenite at 1570 ºC was 1.25 times higher than the rate for
slag containing 5 wt% TiO 2 at the same temperature. The addition of SiO 2
increased slightly the dissolution rate compared to the master slag at various
temperatures.
Increasing the temperature increased the lime dissolution rate in almost all slags
studied. The exception being when 5 wt% CaF2 was used, where an apparent
decrease in dissolution was observed at 1430 and 1500 ºC. This is likely to be
due to inhomogenity of slag at 1430 ºC, where the phase diagram for CaO –
Al2O3 – CaF2 indicates stability of solid phase at temperatures below 1550 ºC.
Given the fact that there is an error of about 15% in calculation of dissolution
rate, the general trend of effect of additives on the dissolution rate at various
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temperatures shows that Ilmenite, MnOx and FeOx increased the dissolution rate
and have comparable effect in comparison with CaF2.
Figure 3.23: The rate of dissolution of lime (g/cm2.s) in the slag at various temperatures and with additives
3.1.1.5 Effect of basicity on the dissolution of lime at constant temperature
Experiments were carried out to study the effect of basicity (at a constant
temperature of 1500 ºC) on the dissolution rate of lime. Experiments were
performed in slag of CaO – 20.4 wt% Al2O3 – 41.4 % SiO2 (basicity = 0.9) at
various rotating speeds of 40, 60 and 90 to investigate if the dissolution processes
of lime into liquid are controlled by mass transfer step. The results for data)
variation of concentration of lime with time are shown in Figure 3.24 (curve-
fitted data). As it would be shown later (3.2.1.9) on the static reaction of this slag
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with lime, two reaction layers were formed on the lime/slag interface. At 40 rpm,
these layers seem to be unstable, floating in the slag, eroding the lime sample
which results in excessive dissolution of lime in the slag.
Figure 3.24: The concentration of lime (wt%) in the slag (basicity of 0.9) at various rotation speed at 1500 ºC
The proportionality of dissolution rate with 0.5 and 0.75 –th power of rotation
speed are shown in Figure 3.25 and Figure 3.26, where a linear relationship
exists. As rotation speed of 90 is within the regime, where the dissolution is
controlled by diffusion in liquid slag so the dissolution rate at this speed can be
compared to the rest of dissolution rate data. The dissolution rate in slag of 0.9
basicity was found to be ( 51036.2 −× g CaO/cm2/s) which is a third of the master
slag with basicity of 6 ( 51037.6 −× g CaO/cm2/s).
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Figure 3.25: The dissolution rate of CaO with speed 0.5 in slag with basicity of 0.9
Figure 3.26: The dissolution rate of CaO with speed 07.5 in slag with basicity of 0.9
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3.1.2 Dissolution of MgO in calcium aluminate slag
Preliminary experiments were carried out to investigate the dissolution of MgO
in the CaO – Al2O3 slag in air at 1430 °C by rotating MgO samples at speeds in
the range of 30 to 150 rpm and reaction time of 1 hour. The initial slag
composition was 45 wt % CaO and 55 wt % Al2O3 as shown in Figure 3.27. The
purpose of these experiments was to test the experimental set up and evaluation
of the results before carrying out the experiments, which investigated lime
dissolution.
Figure 3.27: CaO-Al2O3-MgO system phase diagram according to Slag Atlas (Eisenhuttenleute (1995))
The MgO samples were in the form of crucibles, 20 mm in diameter and 30 mm
in height. A slag sample of 60 grams was used in each experiment. MgO
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dissolved in the slag was determined by sampling of molten slag using a
platinum wire at the tip of a steel rod. The sampling was done at five minutes
intervals. The MgO concentration in the slag was analysed using XRF, the
estimated error being within ±0.2 – 0.3 wt% (absolute).
3.1.2.1 Effect of rotation speed on the rate of dissolution
Variation of the dissolution rate of MgO in molten calcium aluminate slag with
the rotation speed (60, 90, 120 and 150 rpm) was investigated at 1430 ºC in air
for a reaction time of one hour. The concentration of MgO in the slag increased
with increasing rotation speed of the MgO sample in the melt. The experimental
results are shown in Figure 3.28.
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Figure 3.28: Concentration of MgO dissolved in slag at different rotation speed, in air at 1430 °C for 1 hour
The proportionality of dissolution rate with 0.5 and 0.75 -th power of rotation
speed as two boundary conditions for dissolution of disk and cylinder side of the
magnesia specimen in the speed range of 60 to 150 rpm, is presented in Figure
3.29 and Figure 3.30. The total dissolution rate is related to the rotation speed
according to Equation (3.9), on the basis of combination effect of cylinder and
disk and kinematic viscosity of slag (as explained in Section 3.1.1.1).
75.05.0 026.0093.0 ωω +≈totalRate (3.9)
As it can be seen, the dissolution rate changes linearly with 0.5 and 0.75 -th
power of rotation speed in the speed range of 60 to 120 rpm. Also Figure 3.31
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shows that the dissolution rate changes linearly with the correlation of rotation
speed expressed in Equation (3.9). The result at the speed of 150 rpm show
deviation from linear regression. The apparent sudden increase in dissolution rate
may be caused by erosion of polycrystalline manganese sample at such high
rotating speed. The measured data under static condition, i.e. zero rotation speed
should correspond to the rate of lime dissolution under condition of natural
convection as well as agitation caused by sampling the melts. The dependency of
rate of magnesia dissolution on the rotation speed of 60 – 120 rpm, suggests that
the measured dissolution rates were most likely controlled by mass transfer in the
liquid phase. Rotation speed of 90 rpm was chosen for subsequent experiments to
determine the effects of addition of Fe2O3 and (CaF2 + Fe2O3) to the slag. As it is
shown in appendix D, the error in the rate of dissolution is about 15 – 20%.
Figure 3.29: Dependence of rate of dissolution of MgO with 0.5 -th power of speed
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Figure 3.30: Rate of dissolution of MgO with 0.75 -th power of speed
Figure 3.31: Variation of the dissolution rate of MgO versus 75.05.0 ωω BA +of rotation speed in air. A and B are defined at 1430 ºC
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3.1.2.2 Effect of Fe2O3 addition on dissolution of MgO in slag
The influence of Fe2O3 on the dissolution of MgO was studied by adding 5 wt%
and 10 wt% Fe2O3 to the calcium aluminate slag. The experiments were carried
out in air at a rotation speed of 90 rpm at 1430 °C and the total reaction time of 1
hour. The results for these experiments are presented in Appendix A.7. The
comparison of magnesia concentration in the alumina silicate slag with addition
of 5 and 10% Fe2O3 at 1430 ºC is illustrated in Figure 3.32. The addition of 5
wt% Fe2O3 increased the dissolution rate by a factor of 3 and addition of 10 wt%
Fe2O3 increased the rate of dissolution by a factor of 5. The dissolution rate data
are tabulated in Table 3.7.
Figure 3.32: Concentration of MgO dissolved in slag with 5 and 10% Fe2O3at 90 rpm in air at 1430 °C for 1 hour
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Table 3.7: The rate of dissolution of MgO in the slag at 1430 °C and with various additives
Slag samples Rate (g/cm2/s)
master slag 2.7E-05
slag + Fe2O3 5% 6.5E-05
slag + Fe2O3 10% 1.0E-04
slag + Fe2O3 5% + CaF2 5 % 2.9E-04
slag + Fe2O3 10% + CaF2 5% 2.1E-04
3.1.2.2.1 Effect of (Fe2O3 + CaF2) addition on dissolution of MgO in slag
An attempt was made to study the influence of CaF2 on the dissolution rate of
MgO in the slag but after addition of 5 wt% CaF2, the slag was not fully molten
at experimental temperature of 1430 °C. Therefore, 5 wt% CaF2 was added to
two types of slag; slag with 5 wt% Fe2O3 and slag with 10 wt% Fe2O3. The
experiments were conducted in air at rotational speed of 90 rpm. The results are
presented in Appendix A.8. The dissolution rate was very fast for the first five
minutes of rotation and then it became flat as it approaches the saturation limit of
magnesia in the slag after 10~20 minutes of rotation. Therefore, the calculations
were based on the results for the first 20 minutes of the experiment. The rate of
dissolution was increased with a factor of 10.7 for the slag which contained 5
wt% CaF2 + 5 wt% Fe2O3 and also the rate was increased with a factor of 7.7 for
the slag which contained 5 wt% CaF2 & 10 wt% Fe2O3. The results on the rate of
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dissolution with these two types of additives are tabulated in Table 3.7. The
variation of MgO concentration in the slag with additives at 1430 ºC is presented
in Figure 3.33.
Figure 3.33: Concentration of MgO dissolved in slag with additives at 90 rpm and in air at 1430 °C for 1 hour
3.2 Static experiments
3.2.1 CaO experiments
In static experiments, lime was reacted with various slags at different
temperatures. The results on solubility of lime in the slags and formation of a
solid layer at lime/slag interface will be presented in the following sections. The
concentration of various elements in the slag phase was analysed quantitatively
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with EPMA. Phase identifications and measurement of the thickness of a reaction
layer were done using SEM.
3.2.1.1 Solubility of lime in the master slag under various temperatures
The driving force for dissolution of lime can be defined as the difference
between the solute and the saturation concentration of lime in the molten slag.
Experiments were performed by placing a piece of dense lime with slag in a
platinum capsule, heating them up to a specific temperature in a muffle furnace
and holding for the required reaction period. The lime sample and slag were then
withdrawn from the furnace and quenched in air. The quenched samples were
sectioned vertically, mounted and polished.
Initially experiments were carried out in air at 1430 ºC with reaction times of 0.5,
1, 2, 4, 6, 12 and 24 hours to determine the time required for the dissolution of
CaO in calcium aluminosilicate slag to reach equilibrium. The concentrations of
CaO in the quenched bulk slags close to the lime/slag interface were analysed
using SEM – EDS. Samples from the rest of experiments with additives were
analysed with EPMA for higher accuracy. The results of the analysis are
presented in Figure 3.34 and tabulated in Table 3.8.
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Figure 3.34: Variation of bulk slag composition (wt%) measured by SEM-EDS with the reaction time at 1430 ºC in air.
Table 3.8: SEM – EDS analysis of the bulk slag at1430 ºC in air
These results indicate that, within experimental scatter, a steady value of
concentration had been reached after half an hour. The reaction time of 3 hours
Ca Al Si O
0.5 36.63 22.07 4.02 37.7 51.281 36.73 21.66 4.1 37.6 51.422 35.34 22.51 3.25 39.05 49.484 36.66 21.85 4.1 37.66 51.326 35.43 22.06 4.07 38.33 49.6012 36.24 20.89 4.05 38.82 50.7424 35.91 21.25 3.89 38.67 50.27
Time (hr)Slag composition (wt %) CaO
(wt%)
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was sufficient to reach equilibrium, which is enough for the experiments at
higher temperatures and with addition of additives, where the dissolution rate is
faster compared to the master slag.
In these experiments where the lime sample was reacted with master slag at 1430
ºC, a reaction layer was formed on the lime/slag interface, which is shown in
Figure 3.35. Growth rate of this layer will be measured and used for development
of a dissolution model detailed in the next chapter.
Figure 3.35: Interfacial region of CaO in contact with slag at 1430 ºC for the reaction time of 2 hours
Experiments were also carried out at, 1500, 1550 and 1600 ºC in air to determine
the dependency of lime solubility on temperature. The obtained results are
tabulated in Table 3.9.
CaOslag
Reaction layer
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Table 3.9: EPMA analysis of the bulk slag close to the lime/master slag interface in air at different temperatures
Composition of slag (wt%)Temperature(ºC) O Mg Al Si Ca
CaO (wt%)
1430 35.79 0.12 16.68 3.16 43.08 60.66
1500 35.82 0.82 17.66 3.28 41.59 58.68
1550 35.59 0.81 17.45 3.21 41.33 58.54
1600 35.14 0.87 16.06 3.16 42.97 61.07
The measured solubility of lime at 1600 ºC could be compared with the results
from phase diagram (Figure 3.1), which is about 62 wt%. Considering the fact
that the error involved in the EPMA analysis for the Ca concentration was within
%2~1± , it shows a very good agreement.
3.2.1.2 Effect of addition of CaF2 on the solubility of lime in theslag
Experiments were performed to determine the solubility of lime in the slag with
addition of 5 wt% CaF2 at temperatures 1430, 1550 and 1600 ºC. The results are
presented in Table 3.10.
Table 3.10: EPMA analysis of the bulk slag close to the interface of lime/ slag containing 5 wt% CaF2 at various temperatures in air
Composition of slag (wt%)Temperature( ºC ) O F Mg Al Si Ca
CaO(wt%)
1430 35.29 0.98 0.56 16.41 3.39 41.51 57.63
1550 35.46 1.40 1.32 15.33 3.30 41.69 58.47
1600 34.11 1.59 1.06 15.65 3.21 42.68 58.34
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Although the phase diagram in Figure 3.12, predicts the formation of a solid
phase (11 CaO.7Al2O3.CaF2), no phase was evident in the EDS-SEM analysis of
the sample (Figure 3.36). This might be due to the similarity between the
composition of glassy phase at 1430 ºC and the expected phase. Therefore the
BSE shows a similar contrast because of the similar density of atoms in liquid
slag and the expected phase. At higher temperatures no solid phase was also
detected, which is in accord with the expected behaviour from the phase diagram
for CaO – Al2O3 – CaF2 system.
Figure 3.36: Interfacial region of CaO in contact with slag containing 5 wt% CaF2 at 1430 ºC for the reaction time of 3 hours
3.2.1.3 Effect of addition of Fe2O3 on the solubility of lime in the slag
The solubility of CaO in slag with addition of 5 wt% Fe2O3 was determined in air
and at temperatures of 1430, 1500, 1550 and 1600 ºC. The results are tabulated in
Table 3.11.
CaO slag
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Table 3.11: EPMA analysis of the bulk slag close to the interface of lime/ slag containing 5 wt% Fe2O3 at different temperatures in air
Composition of slag (wt%)Temperature(ºC) O Fe Mg Al Si Ca
CaO(wt%)
1430 35.17 2.87 0.60 16.48 2.90 39.81 56.441500 35.06 2.41 1.27 15.87 3.24 40.77 57.991550 34.46 2.43 0.82 15.78 2.81 41.49 58.701600 35.44 2.60 0.94 15.31 2.89 41.50 59.37
A solid phase was formed in the slag matrix when the experiment was conducted
at 1430 ºC. The oxide composition of the phase is given in Figure 3.37.
Figure 3.37: Interfacial region of CaO in contact with slag containing 5 wt% Fe2O3 at 1430 ºC for the reaction time of 3 hours
Phase:CaO: 61.35Al2O3: 35.19SiO2: 1.96FeOx: 1.125
CaO
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3.2.1.4 Effect of addition of TiO2 on the Solubility of lime in the slag
Experiments were carried out to obtain the solubilities of lime in the slag
containing 5 wt%, TiO2 at temperatures 1430, 1500, and 1600 ºC in air. The
results are tabulated in Table 3.12.
Table 3.12: EPMA analysis of the bulk slag close to the interface of lime/ slag containing 5 wt% TiO2 at different temperatures in air
Composition of slag (wt%)Temperature( ºC ) O Ti Mg Al Si Ca
CaO(wt%)
1430 35.74 2.44 0.62 15.96 2.97 38.66 57.13
1500 36.67 2.12 1.07 15.15 3.03 39.81 59.04
1600 36.04 2.09 1.04 14.80 2.95 40.40 59.95
As it can be seen in Figure 3.38 a solid phase was formed on the CaO/slag
interface at 1430 ºC. The composition of the reaction layer is also given in Figure
3.38.
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Figure 3.38: Interfacial region of CaO in contact with slag containing 5 wt% TiO2 at 1430 ºC for the reaction time of 3 hours
3.2.1.5 Effect of addition of ilmenite on the solubility of lime in the slag
Experiments on solubilities of lime in the slag with addition of 5 wt% ilmenite
were carried out by placing a piece of dense CaO in the molten slag for a period
of 3 hours in air. These experiments were performed at temperatures of 1430,
1500, 1550, 1600 ºC. The results are presented in Table 3.13. A reaction layer
was observed during the experiment at 1430 ºC, which is shown in Figure 3.39.
Table 3.13: EPMA analysis of the bulk slag close to the interface of lime/ slag containing 5 wt% ilmenite at different times in air
Composition of slag (wt%)Temperature(ºC) O Fe Ti Mg Al Si Ca
CaO(wt%)
1430 35.59 0.66 0.34 0.27 17.42 2.00 42.72 60.27
1500 36.69 1.19 1.26 1.00 15.34 3.05 40.39 58.52
1550 36.29 1.11 1.16 1.83 14.46 3.41 40.42 59.19
1600 35.41 1.12 1.23 0.89 14.78 2.85 42.09 60.30
Phase:CaO: 62.66Al2O3: 35.15SiO2: 2.16
CaO
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Figure 3.39: Interfacial region of CaO in contact with slag containing 5 wt% ilmenite at 1430 ºC for the reaction time of 3 hours
3.2.1.6 Effect of addition of Mn3O4 on the solubility of lime in the slag
Experiments aimed at investigating the solubility of lime in the slag containing 5
wt% MnOx were performed at temperatures of 1430, 1550 and 1600 ºC in air.
The results are presented in Table 3.14. At 1430 ºC, a solid phase in the form of a
layer was formed in the slag, which is shown in Figure 3.40.
Table 3.14: EPMA analysis of the bulk slag close to the interface of lime/ slag containing 5 wt% MnOx at various temperatures in air
Composition of slag (wt%)Temperature(ºC) O Mn Mg Al Si Ca
CaO(wt%)
1430 36.04 2.34 0.60 15.83 2.94 41.00 59.56
1550 34.80 2.20 1.11 16.44 3.51 40.07 57.53
1600 36.42 2.31 1.36 15.87 3.12 39.51 57.66
Phase:CaO: 60.26Al2O3: 33.78SiO2: 4.38
CaO
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Figure 3.40: Interfacial region of CaO in contact with slag containing 5 wt% Mn3O4 at 1430 ºC for the reaction time of 3 hours
3.2.1.7 Effect of addition of SiO2 on the solubility of lime in the slag
The experimental data on reaction of lime with base slag with addition of 5 wt%
SiO2 at 1500, 1550 and 1600 ºC are illustrated in Table 3.15.
As it is mentioned before, the rotating experiments were carried out at
temperatures at /above 1500 ºC as it was expected that at 1430 ºC a reaction layer
would be formed on the lime/slag interface. Indeed, in static experiment at 1430
ºC, a reaction layer was observed at the lime/slag interface (Figure 3.41), which
agrees with the CaO – Al2O3 – SiO2 phase diagram.
Phase:CaO: 62.23Al2O3: 34.15SiO2: 2.16
CaO
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Table 3.15: EPMA analysis of the bulk slag close to the interface of lime/ slag containing additional 5% SiO2 at various temperatures in air
Composition of slag (wt%)Temperature(ºC) O Mg Al Si Ca
CaO(wt%)
1430 37.71 0.38 22.20 3.50 34.82 49.091500 34.82 0.46 15.46 4.04 43.45 60.871550 35.80 1.12 14.66 4.53 42.12 60.431600 34.88 0.99 14.35 4.48 43.50 61.62
Figure 3.41: Interfacial region of CaO in contact with slag containing 5 wt% SiO2 at 1430 ºC for the reaction time of 3 hours
It is clear from this table that there is little difference in solubility of CaO in the
slags with additives compare to the master slag.
3.2.1.8 FactSage thermodynamic modelling
Attempt was made to do thermodynamic modelling with FactSage developed by
Bale et al. (2003) to calculate the solubility of lime in base slag and slag with
CaO: 65.43 SiO2: 33.43Al2O3: 1.13CaO
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addition of 5 wt% CaF2, Fe2O3, TiO2, Mn3O4, ilmenite and SiO 2. The
Equilibrium module of the package was used which identifies phases and their
compositions by the Gibbs free energy minimization.
Table 3.16: The solubility of lime in various slags at different temperatures by FactSage (Bale et al. (2003)) modelling
Solubility of lime in slag with addition of 5 wt% additivesTemperature
(ºC)Master
slagCaF2 Fe2O3 TiO2 ilmenite Mn3O4 SiO2
1430 57.84 57.69 57.43 57.86 57.84 55.368 59.35
1500 59.29 58.01 58.34 59.29 59.23 56.395 60.1341550 59.54 58.30 58.65 59.55 59.53 56.717 60.35
1600 59.84 58.64 59.01 59.87 59.78 57.087 60.62
There is a very good agreement between the results from static experiments
analysed by EPMA and solubility data from FactSage modelling. The data from
thermodynamic modelling confirm that with the exception of Mn3O4, the
additives have little effect on the equilibrium solubility of lime in the slags.
3.2.1.9 Formation of a reaction layer on the lime/base slag interface
Experiments were conducted to measure the growth rate of a solid layer formed
during the reaction of the calcium aluminosilicate slag with lime at 1430 ºC in
air. The lime specimen used in the experiment was taken from the same lime
crucibles used in the rotating experiment and it was reacted with slag in a
platinum capsule made from thin platinum foil. The reaction was followed by
quenching the platinum foil with its content at various time intervals and
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examining them by the Scanning Electron Microscope. It was found that a solid
phase product layer was formed between the lime samples and the slag, which
was identified by EDS analysis as very close 3CaO.Al2O3. This observation is
consistent with the phase diagram.
The thickness of the reaction layer formed at the lime/slag interface was
measured from the backscatter image generated by SEM. It was seen that the
product layer thickness increased with time. The micrographs of the reaction
layer and its growth is illustrated in Figure 3.42 to Figure 3.48.
Figure 3.42: SEM micrograph of the CaO and slag interface for lime reacting 30 minutes with slag in air at 1430 °C
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Figure 3.43: SEM micrograph of the CaO and slag interface for lime reacting 1 hour with slag in air at 1430°C
Figure 3.44: SEM micrograph of the CaO and slag interface for lime reacting 2 hours with slag in air at 1430°C
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Figure 3.45: SEM micrograph of the CaO and slag interface for lime reacting 4 hours with slag in air at 1430°C
Figure 3.46: SEM micrograph of the CaO and slag interface for lime reacting 6 hours with slag in air at 1430°C
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Figure 3.47: SEM micrograph of the CaO and slag interface for lime reacting 12 hours with slag in air at 1430°C
Figure 3.48: SEM micrograph of the CaO and slag interface for lime reacting 24 hours with slag in air at 1430°C
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A plot of square layer thickness as a function of time in Figure 3.49 shows a
linear relationship and the equation corresponding to this line was calculated as:
tx 92 102 −×=Δ (3.10)
Where
=Δx thickness of the solid layer (mm)
=t time of reaction (s)
According to Zhang et al. (1994),the growth rate of a solid phase may be
expressed as:
( ) ⎥⎦
⎤⎢⎣
⎡−⎟⎟
⎠
⎞⎜⎜⎝
⎛Δ
=Δ
2/1tK
xK
dtxd df
(3.11)
Where Kf (mm2/s) is the parabolic rate constant for the formation of solid phase,
and Kd (mm/s1/2) is the rate constant for the dissolution of solid phase by
molecular diffusion. Integration of Equation (3.11) with the initial condition of
0=Δx at 0=t yields:
tKx 22)( =Δ (3.12)
Where { [ ] } 2/12/12 2)( fdd KKKK ++−= , which can be considered as an
effective parabolic rate constant for solid-solution growth. From Equation (3.10)
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and (3.12), one can obtain 5104 −×=K mm/s1/2 under the mentioned
experimental condition.
Figure 3.49: Thickness of solid layer as a function of square root of time in slag in air at 1430ºC
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3.2.1.9.1 Effect of basicity on the formation of reaction layer on the lime/slag interface
Experiments were performed to investigate the effect of basicity on the formation
of the reaction layer and dissolution of lime in the slag. Lime pieces were reacted
with slag of CaO – 20.4 wt% Al2O3 – 41.4 SiO2 (basicity = 0.9) for pre-
determined reaction times. Two incoherent phases of 2CaO. SiO 2 and 3CaO.SiO 2
were formed on the lime/slag interface, where 3CaO.SiO 2 was observed to be
between the lime and 2CaO. SiO 2 phase. As the formed phases were not in the
form of a continuos layer, the measurement of their thickness was not possible.
The results are presented in Figure 3.50 to Figure 3.55:
Figure 3.50: Interfacial region of CaO in contact with slag (basicity = 0.9) at 1500 ºC for the reaction time of 1 hour
3CaO.SiO 2
CaO
2CaO.SiO 2
slag
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Figure 3.51: Interfacial region of CaO in contact with slag (basicity = 0.9) at 1500 ºC for the reaction time of 2 hours
Figure 3.52: Interfacial region of CaO in contact with slag (basicity = 0.9) at 1500 ºC for the reaction time of 4 hours
CaO
CaO 3CaO.SiO 2
2CaO.SiO2
3CaO.SiO 2
2CaO.SiO 2
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Figure 3.53: Interfacial region of CaO in contact with slag (basicity = 0.9) at 1500 ºC for the reaction time of 6 hours
Figure 3.54: Interfacial region of CaO in contact with slag (basicity = 0.9) at 1500 ºC for the reaction time of 11 hours
CaO
CaO
3CaO.SiO 2
2CaO.SiO 2
3CaO.SiO 2
2CaO.SiO 2
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Figure 3.55: Interfacial region of CaO in contact with slag (basicity = 0.9) at 1500 ºC for the reaction time of 24 hours
3.2.2 MgO experiments
The solubility of magnesia in the rotating experiments was determined by
examining a piece of slag attached to magnesia samples left after the completion
of the rotating experiments as the magnesia samples did not fully dissolve in the
slag after the reaction time. The magnesia sample was mounted and polished for
EPMA analysis in an area close to the magnesia/slag interface. Figure 3.56
shows solid oxide/slag interface after on hour of the rotation of magnesia sample
at 90 rpm in the master slag. The magnesia concentration in the area close to the
magnesia/slag interface was considered as the saturation limit of magnesia in the
slag. The reaction time of 1 hour during the rotating experiments was assumed
enough for magnesia to reach to equilibrium.
CaO
3CaO.SiO 2
2CaO.SiO 2
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Figure 3.56: SEM micrograph of the magnesia / slag interface from the samples left from the rotation experiments at 90 rpm and 1430ºC
This was confirmed by reacting a piece of dense magnesia with base slags in the
platinum capsule in air and at 1430 ºC with reaction times of 0.5, 1, 2, 4, 8 hours
to determine the time required for MgO to reach equilibrium in calcium-
aluminate base slag. The results are tabulated in Table 3.17. These results show
that, after 0.5 hour of reaction time, the slag reached to equilibrium, according to
the phase diagram in Figure 3.27.
Table 3.17: SEM – EDS analysis of the bulk slag at1430 ºC in air
Composition of Slag (wt%)Time(hour) Al Si Ca Mg
MgO(wt%)
0.5 25.7 1.3 31.2 3.2 5.3
1.0 25.9 0.9 32.2 3.5 5.8
2.0 26.3 0.8 32.1 3.0 4.9
4.0 26.6 1.1 30.5 3.6 6.0
8.0 25.5 1.1 31.9 3.3 5.5
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The results of solubility of magnesia in the slags with additives are presented in
Table 3.18. It can bee seen that the addition of additives in the slag changes the
solubility of MgO within 20 wt%.
Table 3.18: SEM – The solubility of magnesia in various slags
Slag samples MgO (wt%)
Master slag 4.32
slag + FeOx 5% 4.39
slag + FeOx 10% 4.50
slag + FeOx 5% + CaF2 5 % 5.60
slag + FeOx 10% + CaF2 5% 5.60
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CHAPTER 4. Discussion
This chapter provides discussions of effects of temperature and additives on the
diffusivity of lime and magnesia in slags.
The first section covers derivation of diffusivity in slags from results of the
experiments using rotating disk/cylinder technique. The diffusivity of MgO in
the calcium aluminate slag and the effect of additives on the diffusivity will be
explained in second part of this chapter.
The diffusivity of lime in the slag and influence of temperature and additives on
the lime diffusivity will be also presented in the third section. The development
of a mix-controlled model where the dissolution of lime occurs in the presence of
a protective layer is detailed in the fourth section.
The fifth section deals with activation energy of diffusion and effects of various
additives on the activation energy. The relation of lime diffusivity with viscosity
of slag and validity of Eyring’s theory is discussed in the sixth part. The seventh
section discusses the relation between diffusivity and estimated ionic
conductivity in the slag. The last section summarizes the key findings in this
study.
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4.1 Diffusivity of CaO / MgO in slag and effect of additives on the diffusivity
It was shown in the previous chapter that temperature and additive s have
significant effects on the dissolution rate of lime/magnesia in the slags studied.
As diffusivity plays a substantial role in the dissolution of solid oxides in the
slag, therefore the diffusivity of lime/magnesia in the slag will be calculated
using the dimensionless correlation of mass transfer under forced convection and
the dissolution rate data from the experimental results. The mass transfer from a
rotating crucible in liquid slag, which is used in the present study, consisted of
two partial fluxes from the disk surface and the cylindrical side of the specimen.
The mass transfer correlation used in each part will be detailed in the following
section and the derivation of diffusivity from the combined mass transfer will be
explained.
4.1.1 Mass transfer from the rotating disk
The fluid dynamics induced by rotating disk is well established. Cooper et al.
(1964) and more recently Sandhage et al. (1990) have shown that when rotating
disks are used, mass transfer is best described by Levich-Cochran equation for
rotating disk. The dependence of mass transfer coefficient on the angular velocity
of the disc and the physical properties of the liquid phase can be calculated using
the Levich-Cochran equation. Levich (1962) derived the following equation for
mass transfer from a rotating disk on the basis of the derivation of the mass
transfer from rotating disk, which is shown in Chapter 1.
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2/13/1
61.1 ⎟⎠⎞⎜
⎝⎛⎟
⎠⎞⎜
⎝⎛=
ων
νδ D (4.1)
where, δ (cm) is the liquid boundary layer thickness, D (cm2/s) is the diffusion
coefficient ,ω (rad/s) is the angular velocity of rotating disk and ν is the
kinematic viscosity of melt. According to Sandhage et al. (1990), Equation (4.1)
is strictly valid for an infinitely large rotating disk in a semi- infinite slag bath.
The disk and the slag bath can be considered nearly infinite and semi- infinite,
respectively, if the thickness of the liquid boundary layer is several orders of
magnitude smaller than the disk radius. The liquid boundary thickness close to
the disk can be estimated using Equation (4.1). The estimated diffusivity in the
liquid slag on the basis of the results calculated in the next part of this section
was found to be in the order of magnitude of 10-5 cm2/s at 1500 °C. The density
(~2.8 g/cm3) and viscosity (~8 g/cm.s2) of slag were estimated using published
models, which will be explained later. By inserting these values into Equation
(4.1), the thickness of the liquid boundary layer could be derived at the given
rotation speed (90 rpm) for slag with and without additives. The thickness of
boundary layer ≈ 0.01 cm was 100~130 times smaller compared to the diameter
of the rotating crucible (2 cm) and depth of the slag bath (about 1cm). Therefore,
Equation (4.1) could be used for the present study.
For Equation (4.1) to be valid, the fluid has to be Newtonian and the flow must
be laminar. Molten silicates have been found to be Newtonian (viscosity is
independent of sheer strain) over a range of applied sheer stress according to
Michel and Mitchell (1975). In some cases, the presence of solid particles in the
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slag could cause an apparent non-Newtonian behaviour as investigated by
Wright, Zhang, Sun and Jahanshahi (2000) & (2001). Laminar flow near a
rotating disk may be assumed if the Reynolds number is less than ~105. The
Reynolds number ( νω /Re 2r= , where r is the disk radius in cm) was calculated
and ranged from about 2~7 for the present work. So the flow in this study could
be assumed to be laminar. Use of Equation (4.1) also requires that the fluid have
a relatively large Schmidt number )1/( >>= DSc ν . The Schmidt numbers of the
melts in this study were calculated to be >104.
Noyes-Nernst Equation (4.2) was used to calculate the dissolution rate of solid
oxide from the disk side of the crucible to the liquid boundary layer, where the
mass transfer is diffusion controlled.
δbS
diskCC
Dj−
= (4.2)
Where diskj (g/cm2.s) is the mass flux, sC and bC (g/cm3) are the saturation and
bulk concentration, respectively and D (cm2/s) is the diffusion coefficient.
Equation (4.2) can be written as:
)( bSdiskdisk CCkj −= (4.3)
Where diskK is the mass transfer coefficient in liquid on the disk side of
specimen and is defined as:
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δDk disk = (4.4)
Therefore on the basis of Equation (4.1), the mass transfer from the disk side of
crucible can be written as:
6/12/13/2621.0 −= νωDk disk (4.5)
Combining Equations (4.3) and (4.5) leads to the Equation (4.6), which describes
direct dissolution under conditions where mass transfer through a concentration
boundary layer in the melt is controlling the rate.
)(61.0 2/16/13/2 CbCsDj disk −= − ων (4.6)
According to the Equation (4.6), if dissolution is controlled by mass transfer
through the liquid boundary layer, the dissolution rate should be proportional to
the square root of rotation speed. This was investigated in Chapter 3 and it was
shown that a linear relationship between the rate of solid oxide dissolution and
square root of rotation speed (30 to 120 rpm) exists.
4.1.2 Mass transfer from the rotating cylinder
Generalized relationships of mass-transfer coefficient have been obtained
experimentally for many specific geometries. These were shown in Chapter 1.
Eisenberg et al. (1955) developed the following correlation for mass transfer
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from a cylinder rotating in a stationary concentric crucible from studies of the
dissolution of benzoic and cinnamic solids into water-glycerol solutions:
3.0644.0 Re0791.0 −== ScV
kj cylinder
cylinder (4.7)
Where;
=j mass-transfer j factor from the cylinder side of the crucible
=V peripheral velocity of rotating disk
=Sc Schmidt number
=cylinderk mass transfer coefficient of the cylinder
=Re Reynolds number based on the peripheral velocity of the cylinder
Kosaka, Machida and Hirai (1969) studied the mass transfer from a rotating
metal cylinder into liquid metal in a temperature range up to 1400 ºC. They
employed Steel-Al, Steel-Zn, Cu-Pb, Zn-Hg and Sn-Hg as the combination of
solid metal cylinder- liquid metal bath. They reported the following relationship:
25.0644.0 Re065.0 −== ScV
kj cylinder
cylinder (4.8)
Comparing the applicability of Equations (4.7) and (4.8), the Eisenberg et al.
(1955) correlation was derived from the room temperature data with solute
dissolving in water or water based solvent, while in the correlation developed by
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Kosaka et al. (1966), the experimental temperature was up to 1400 ºC, which is
very close to the operating temperature in the present work and also the solvent
was liquid metal with more similarity with behaviour of molten slag compare to
the water. Umakoshi et al. (1981) measured the dissolution of MgO into molten
FeOx-CaO-SiO2 slags at temperatures from 1350 to 1425 ºC. They used the
correlation developed by Kosaka in their calculations to measure the mass
transfer coefficient. Therefore, the Kosaka et al. (1966) correlation (4.8) has been
used in this study for the mass transfer calculation from the cylinder side of the
lime crucible. The mass transfer coefficient in the liquid slag was calculated by
re-arranging Equation (4.8), which yields:
VDkcylinder3/23/225.0Re065.0 −−= ν (4.9)
4.1.3 Total mass transfer from the solid oxide specimen
The total mass transfer from the solid oxide sample to the liquid slag was
obtained by considering the combined effect of disk and cylinder part of the lime
specimen, which is expressed in Equation (4.10):
cylinderdisktotal jjJ += (4.10)
This can be written as:
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CAkCAkCAK cylindercylinderdiskdisktotaltotal Δ⋅⋅+Δ⋅⋅=Δ⋅⋅ (4.11)
Where; CbCsC −=Δ .
The total area of the solid oxide crucible is consisted of:
cylinderdisktotal AAA += (4.12)
The area of disk and cylinder can be defined as:
2rAdisk ⋅= π (4.13)
hrAcylinder ⋅⋅⋅= π2 (4.14)
Where, r is the radius of the lime crucible and h is the length of the crucible
immersed in the melt. By inserting Equations (4.13) and (4.14) into Equation
(4.11), we obtain:
cylinderdisktotal khr
hkhr
rK ⋅+
+⋅+
=2
22
(4.15)
And by substituting the corresponding values of mass transfer coefficient from
Equations (4.5) and (4.9) into the Equation (4.15), we have:
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The dissolution rate data were used to calculate the total mass transfer
coefficient, as in Equation (4.17):
( ) slagbstotal CC
rateK
ρ⋅−= (4.17)
A model developed by Urbain (1984) was used for estimation the viscosity of
slag and various additives in the slag, which is explained in detail in Appendix B.
The density of slag was also estimated by a model proposed by Mills and Keene
(1987), which is explained in Appendix C. By equating Equation (4.17) and
(4.16) and rearranging the resulting equation, the effective diffusivity of solid
oxide in the slag was obtained. Two sets of data will be presented in the next
section, the results for MgO and CaO diffusivities.
4.2 Diffusivity of MgO in calcium aluminate slags
As it was explained in previous chapter, a number of preliminary experiments
were performed with MgO to compare the diffusivity results to the data from the
literature in order to test the experimental set-up. The MgO crucibles were
rotated in the slag of CaO – 55wt% Al2O3 at 1430ºC. The diffusion coefficient
was obtained on the basis of the rate of dissolution and solubility from the
experimental results. The diffusivity of MgO in the master slag and slags with
VDhr
hDhr
rKtotal3/23/225.06/12/13/2 Re065.0
22621.0
2−−−
++
+= ννω (4.16)
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additives is tabulated in Table 4.1. The error associated with calculation of
diffusivity is about 30%. (see Appendix D)
Table 4.1: The diffusivity of MgO in the CaO – 56 wt% Al2O3 at 1430ºC in air with additives (wt%)
Slag samples D (cm2/s) viscosity(poise)
Master slag 1.45×10-5 15.78
slag + FeOx 5% 2.5×10-5 13.63
slag + FeOx 10% 4×10-5 11.82
slag + FeOx 5% + CaF2 5 % 2×10-4 9.72
slag + FeOx 10% + CaF2 5% 3×10-4 8.7
The diffusivity of MgO in slag was increased by addition of FeOx and mixture of
FeOx and CaF2. As the slag is high in alumina, the diffusion of MgO might be
governed by the movement of alumina ions in the slag.
It has been investigated before by Zhang et al. (1998b) & (1998a) that bond
strength between ionic species should influence the structure and, hence,
viscosity of such melts. Thus, apart from the differences in bond strength
between cations (Ca2+, Mg2+ and Fe3+) and oxygen ions (O2-), the influence of
various cations on the bonding environment of the aluminate anions is different.
At given aluminate content, when small fraction of cations is replaced by another
in melts, the changes in the structure of aluminate anions are not expected to be
great. Therefore, the variation in viscosity and diffusivity caused by such
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replacement may be attributed mainly to the difference in the strength of M2+ -
oxygen ion interaction, i.e., the stronger the interaction between the atoms in the
melt, the more difficult the movement of atoms and slower diffusion. Therefore,
higher viscosity and lower diffusivity values are expected for melts with stronger
M-O bond. One may consider the melting point of oxide of a particular cation as
an indication of the strength of the interaction between that cation and oxygen
ions. For the metal oxides, investigated in the present work, the order of melting
points are, (CaO, 2887ºC)>( (FeOx, 1565ºC). As it is seen form the results in
Table 4.1, that 5 and 10 wt% FeOx increased the diffusivity of MgO.
The effect of additives on the diffusivity and viscosity of slag could also be
explained on the basis of observation by Bills (1963), where the effect of MgO
and FeOx on the viscosity of silicate melts was claimed to be the difference in the
electrostatic binding forces which bind Fe2+ and Mg2+ cations to silicate anions.
Also in the case of addition of CaF2 to the slag, the F- ions with an ionic radii of
1.33°A replace the oxygen ions with a similar ionic radii of 1.32
°A , then the
existing Ca2+ cations and the ones introduced in the melt by addition of CaF2
have weaker bonding with F- compared to oxygen which makes the movement of
anions easier and resulted to the faster diffusion of MgO.
Ukyo et al. (1982) measured the inter-diffusivity of MgO in the FeO – 30 wt%
CaO – 45 % SiO2 and CaO- 40 wt% SiO2 – 20 % Al2O3 slag in the temperature
range of 1350-1450 ºC. The order of magnitude of diffusivity was 10-5 cm2/s for
both types of slags, which is in agreement with the result of the present work,
where Fe2O3 was added to slag.
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Umakoshi et al. (1984a) measured the dissolution rate and mass transfer
coefficient of sintered magnesia in the CaO – FeOx – SiO2 slags of CaO/SiO 2 = 1
(FeOx = 20 to 65 wt%) in the range of 1350 to 1425 ºC They applied the rotating
cylinder technique, using the dimensionless correlations and estimated the
diffusion coefficient of MgO to be 5101 −× to 5103 −× cm2/s at 1400 ºC. The
results of this study are in a very good agreement with these data.
Zhang et al. (1994) measured the diffusivity of MgO in the stagnant CaO-FeO-
CaF2-SiO2 slag in the temperature range of 1300 – 1400 ºC by reacting magnesia
rods with stagnant slag and measuring the concentration profile of Mg in the
slag. The diffusion coefficient was found to be lower than the diffusivity of MgO
in the present study. This could be explained in terms of different experimental
techniques in both measurements.
4.3 Diffusivity of CaO in calcium aluminosilicate slags
The derived diffusivity values from CaO dissolution experiments are presented in
this section. The diffusivities were obtained on the basis of experimental data on
the rate of dissolution and solubility of lime in the slags and are presented in
Figure 4.1 and Table 4.2. The viscosity and density of the slag were calculated
using Urbain model and Mill model, respectively. The error in calculation of the
diffusivity data is described in Appendix D, which is about 30%.
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Figure 4.1: Diffusivity of CaO in CaO – 42 wt% Al2O3 – 8 SiO2 slag with 5 wt% addition of CaF2, MnOx, FeOx, TiO2, SiO2 and ilmenite. The activation energy of diffusion calculated on the basis of the slope of these graphs are compared for the base slag (44 kcal/mol) versus the slag with addition of 5 wt% CaF2 (15kcal/mol).
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Table 4.2:Results for the measured diffusivity of CaO in the slag and the calculated slag viscosity at various temperatures
Composition Temperature (ºC) Diffusivity (cm2/s) Viscosity (poise)
1430 9.20×10-6 13.24
1500 1.32×10-5 8.789
1550 1.93×10-5 5.95Master slag
1600 3.07×10-5 5.8
Temperature (ºC) Diffusivity (cm2/s) Viscosity (poise)
1500 7.29×10-5 6.28
1550 7.94×10-5 4.69Slag + CaF2 5%
1600 1.03×10-4 3.68
Temperature (ºC) Diffusivity (cm2/s) Viscosity (poise)
1430 3.54×10-5 12.67
1500 4.28×10-5 8.15
1550 5.01×10-5 5.94
Slag + MnOx 5%
1600 6.82×10-5 4.35
Temperature (ºC) Diffusivity (cm2/s) Viscosity (poise)
1550 4.73×10-5 5.15
1570 4.74×10-5 4.65Slag + Imenite 5%
1600 6.01×10-5 3.86
Temperature (ºC) Diffusivity (cm2/s) Viscosity (poise)
1430 3.83×10-5 11.19
1500 3.86×10-5 7.1
1550 4.13×10-5 5.26
Slag + FeO 5%
1600 4.68×10-5 3.96
Temperature (ºC) Diffusivity (cm2/s) Viscosity (poise)
1430 1.38×10-5 10.84
1500 2.37×10-5 6.72
1550 2.49×10-5 5.04
Slag + TiO2 5%
1570 3.72×10-5 4.42
Temperature (ºC) Diffusivity (cm2/s) Viscosity (poise)1500 8.77×10-6 9.241550 1.51×10-5 6.61
Slag + SiO2 5%
1600 2.02×10-5 4.96
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The increase in temperature had a pronounced effect on the calculated diffusivity
of CaO. Also the addition of CaF2, Mn3O4, Fe2O3, TiO2 and ilmenite
significantly increased the effective diffusivity of lime in the slag, as the addition
of SiO2 slowed down the diffusivity of CaO in the slag.
As it is seen in Table 4.2, addition of CaF2 had the strongest effect and increased
the diffusivity by about 5, 4 and 3 times at 1500, 1550, and 1600 ºC,
respectively. Addition of Fe2O3 increased the diffusion coefficient of CaO
substantially compared to the master slag. The value of diffusion coefficient at
1430, 1500 and 1550 ºC were about 4, 3, 2 times the corresponding values for
master slag, while at 1600 ºC, the diffusivity was about 1.5 times the value for
master slag. By adding Mn2O3 to the slag, the diffusivity increased about 2 – 4
times in the temperature range of 1430 to 1600 ºC compared to the diffusivity
data in master slag. The influence of addition of TiO 2 to the melt was to increase
the diffusion coefficient about 1.2 – 1.8 times at 1430, 1500, 1550 and 1600 ºC
compared to master slag. The addition of ilmenite to the slag had stronger effect
than Fe2O3 and TiO2 in increasing the diffusivity of lime in the slag. The
diffusivity results obtained with addition of ilmenite at 1550 ºC are comparable
with the case of addition of CaF2.
The relationship between the structure of melts and their transport properties is a
key to the fundamental understanding the mechanism of diffusion in silicate
melts and effect of additives on the diffusivities. It has been investigated before
by Zhang et al. (1998b) & (1998a) that bond strength between ionic species
should influence the structure and, hence, viscosity of such melts. Thus, apart
from the differences in bond strength between cations (Ca2+, Ti2+ and Fe3+) and
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oxygen ions (O2-), the influence of various cations on the bonding environment
of the silicate anions is different. At given silica content, when a small fraction of
cations is replaced by other cations in melts; the changes in the structure of
silicate anions are not expected to be great. Therefore, the variation in viscosity
and diffusivity caused by such replacement may be attributed mainly to the
difference in the strength of M2+ - oxygen ion interaction, i.e., the stronger the
interaction between the ions in the melt, the more difficult the movement of ions
and slower diffusion. Therefore, higher viscosity and lower diffusivity values are
expected for melts with stronger M-O bond. One may cons ider the melting point
of oxide of a particular cation as an indication of the strength of the interaction
between that cation and oxygen ions. For the metal oxides, investigated in the
present work, the order of melting points are, (CaO, 2887ºC)>( TiO 2, 1843ºC)>
(MnOx, 1842ºC)>( (FeOx, 1565ºC).
As it is seen from the results in Table 4.2, additions of 5 % MnOx, FeOx and 5%
TiO2 increased the diffusivity of CaO. However, the effect of a 5 wt% ilmenite
addition was greater than either of the individual oxide additions, particularly at
the lower temperatures. This indicates that there is a synergistic effect in the
combined addition of FeOx and TiO2 that is presumably associated with their
combined effect on bond strength between the ions and oxygen.
Given the fact that the slag considered in this study is very basic, the SiO 44-
anions are mostly in the form of non-chained anions and the CaF2 addition to the
slag does not have network breaking effect. By addition of CaF2 to the slag, the
F- ions replace the oxygen ions then the existing Ca2+ cations and the ones
introduced in the melt by addition of CaF2 have weaker bonding with F-
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compared to oxygen which makes the movement of anions easier and resulted to
the faster diffusion of CaO as it is shown in Table 4.2.
The diffusivity of lime in the slag of lower basicity (0.9) at 1500 ºC was not
calculated since two non-coherent reaction layers were formed on the lime/slag
interface. The formation of these layers affects the diffusivity of lime in the slag,
as it is not clear when the diffusion happens in the liquid or solid phase. The
lower dissolution rate of lime in the slag of lower basicity compared to the
master slag indicates the effect of higher silicate anions on the dissolution.
4.3.1 Comparison of CaO diffusivity with literature data
In comparing the results of the present work with previously published
diffusivity data (Figure 4.2), it should be remembered that slag composition
obviously has a major effect on the diffusivity specially where the silicate
content of slag is high. Also the method of measurement will affect the
diffusivity data obtained. This is particularly the case where self-diffusion rather
than Chemical diffusion has been measured in the past. Generally, the values of
chemical diffusivity are higher than self-diffusivity. Self-diffusion is the
movement of various species present in the melt by random motions (Poirier and
Geiger (1998)). The movement of these species are monitored where a fraction
of one (or more) of the species is radioactive, which is called tracer diffusivity.
Chemical diffusion is the movement of a species in the melt in response to the
establishment of a chemical potential gradient resulting from either concentration
or temperature gradients in the melt and therefore has higher values compare to
self-diffusivity.
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209
Figu
re4.
2: D
iffus
ivity
of c
alci
um a
ccor
ding
to th
e pu
blish
ed d
ata
and
the
dedu
ced
diffu
sivity
in th
e pr
esen
t wor
k fo
r bas
e sla
g –(
B:ba
sici
ty, C
: CaO
, Al:
Al2O
3, Fe
: FeO
, M:M
g)
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210
The results of the present work are initially compared with data from Johnston et
al. (1974), who measured the self-diffusivity of Ca45 into three types of slags as
mentioned in the Chapter 1. Their results revealed that diffusivity of Ca45 is
higher in slag with no silica content, compared to slags containing silica. Based
on the previous viscosity measurements by Kozakevitch (1951), the authors
proposed that in the slag containing silica, there is a greater proportion of highly
polymerized aluminosilicate units which make the diffusivity slower. The
diffusivity in the slag of CaO – 50 wt% Al2O3 at 1500 ºC shows 5109.1 −× ,
which is in good accord with result of diffusivity in the present study in the
master slag at 1500 ºC ( 5103.1 −× ). The presence of about 8 wt% silica in the
master slag is expected to affect the diffusivity in the present study compared to
the mentioned published data. At the same time, the diffusivity of calcium in the
base slag from the present work is higher than the other diffusivity data by
Johnston et al. (1974), where the basicity of slags were 0.3 and 0.9 respectively.
Again it appears that the slag silica content is a major factor, decreasing the
diffusivity, as it would explain later in this section. It was also shown by the
same authors that addition of CaF2 to the melt had a substantial effect on the
diffusivity of Ca45, which is in a very good agreement with the result of the
present study where CaF2 is added to the slag.
The diffusivity of lime in the iron containing slag can be compared to the data by
Hara et al. (1989) as they measured the self-diffusivity of Ca45 in FeO – SiO2 –
CaO slag at 1270 to 1450 ºC. The average diffusivity was reported to be in an
order of magnitude of 10-5, which is a very good agreement with the results in the
present work.
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The data from measurements of Keller et al. (1979b) on the self-diffusivity of
Ca45 in the CaO – SiO2 melts in the temperature range of 1500 to 1700 ºC is
compared to the results from the present work. They showed that diffusivity of
calcium was decreased by increasing the silica content of the slag from (mole
fraction) 0.448 to 0.634. This is in agreement with the results in the present work,
where diffusivity decreases with increase in the silica content of the slag. Their
measured self-diffusivity data are lower compared to the present result. This
difference could be explained by substantial difference in the silica content of
slags, and methods of diffusivity measurements. As the slag considered in their
work had high silica content compared to the about 8 wt% silica in the present
work and also self diffusivity is lower than chemical diffusivity data.
The self-diffusivity of calcium in steelmaking slag of CaO – 27 wt% SiO 2 – 40
% FeOx from the measurements by Goto et al. (1977) at various oxygen
pressures and at 1360 to 1460 ºC compared to the results from the present work.
The diffusivity data in the present study, where F2O3 is added to the slag show
the same order of magnitude and is in a good agreement with their data.
The self-diffusivity of Ca45 measured by Towers et al. (1957) and later Saito et
al. (1958) show lower values compare to the results from the present work. Apart
from slag chemistry where the silica content of slag was higher in the works by
these authors, the method of measurements could be another reason for such a
difference. The low diffusivity data by Saito et al. (1958) in comparison with
other calcium diffusivity measurements have been also addressed by Keller et al.
(1979b) and Johnston et al. (1974).
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The effect of iron oxide on the dissolution rate of lime in the CaO-SiO2-Al2O3
and FeO-CaO-SiO2 slag was reported by Matsushima et al. (1977) using rotating
cylinder method, which has been reviewed in Chapter 1. The authors calculated
the mass transfer of CaO in slags from the rate of dissolution data, thus the
diffusivity data have been derived in the present work on the basis of their mass
transfer data. The deduced diffusivity data as well as the original mass transfer
data form their experiments are tabulated in Table 4.3. It is apparent from their
results that diffusivity of lime at 1500 ºC is about twice the diffusivity of lime
obtained through the present work. At the same time, addition of FeOx to the slag
increased the diffusivity of lime by a factor of two, which is in good agreement
with present results.
Table 4.3: Values for mass transfer coefficient, thickness of boundary layer and deduced effective diffusivity of lime in the slag according to Matsushima et al. (1977)
Slag Temperature( ºC )
Speed (rpm)
K(cm/s)
D*
(cm2/s)
1500 200 2.90×10-4 2.63×10-5CaO - 40 wt% SiO2 - 20
% Al2O3 1500 400 5.30×10-4 2.98×10-5
1400 200 9.70×10-4 5.19×10-5CaO - 40 wt% SiO2 - 20
% FeO 1400 400 1.71×10-3 5.57×10-5
D*: calculated by the present author
The diffusivity of lime in the present work could be compared with the
diffusivity data of similar oxides using the same experimental technique.
Umakoshi et al. (1981) measured the dissolution rate of MgO into molten slag
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CaO – SiO2 – FetO slags at temperatures from 1350 to 1425 ºC using rotating
cylinder method. They used non-dimensional correlation and estimated the
apparent diffusion coefficients with the order of magnitude of 510− cm2/s at 1400
ºC. The apparent diffusivity data in the present work, where Fe2O3 is added to the
slag are within the same order of magnitude and are in good accord with these
data.
The effect of transition metals on increasing the diffusivity of oxides in the slag
in the present work can also be compared to the work done by Lee et al. (2001).
They measured the apparent diffusivity of alumina in the calcium aluminosilicate
melt of (30 wt% Al2O3 – 53 % CaO – 5 % MgO – 12 % SiO2) using a rotating
disk method. As shown in Figure 4.3, addition of FeOx and MnOx increased the
effective diffusivity of slag substantially. It was reported that addition of 5 and
10 wt% FeOx increased the diffusivity by about 2 and 2.5 times and addition of 5
and 10 wt % MnOx showed more profound effect and increased the diffusivity by
about 4 to 6 times. The results of diffusivity of lime in the present work in the
slag with FeOx and MnOx show a very good agreement, with the same order of
magnitude. In both results addition of FeOx and MnOx into the slag increased the
rate of dissolution and diffusivity of oxides in the slag.
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Figure 4.3: Influence of addition of FeOx and MnOx on the apparent diffusivity of alumina at 1560-1590ºC according to Lee et al. (2001)
The effect of addition of iron oxide to the slag in the present work can be
compared to the difference in tracer diffusivity of Fe59 and Ca45 in silica
saturated melts of the FeO – CaO – SiO2 system at 1600 ºC which was
investigated by Keller et al. (1986). The Fe59 showed a higher diffusivity 5101 −×
compared to 6102 −× cm2/s for silica and the higher concentration of iron oxide
resulted in higher diffusivity of Fe59 in slag. The authors postulated that the
higher diffusivity of iron was possibly due to the different bonding by oxygen,
which caused a transition state in the jump of Fe2+ ions from one site to the next.
The increase in the diffusivity of CaO in the slag in the presence of FeOx in the
present work, is in accord with Keller’s findings, where the present results are
explained by the effect of additives on the bonding environment of silica melts.
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The tracer diffusivity of Ca45 in their work shows lower values compare to the
chemical diffusivity in the present study.
The effect of addition of 5 wt% SiO2 to the slag in the present work could be
compared to the data by Keller et al. (1979a), who measured the tracer diffusivity
of Si31 in CaO-SiO2 melts (Mole fraction of silica NSiO2 = 0.484 – 0.634) at a1600
ºC. They reported that diffusivity of Si31 decreases with increasing silica content
of the slag and the values of Si31 diffusivity were found to be lower than that of
Ca45 by approximately one order of magnitude in the silica rich melt. The
difference decreased with decreasing silica content. The authors argued that the
Si31 in the CaO – SiO2 melts is normally assumed to bounded to large complex
silicate anions, which move slower than the cations but as the diffusivity of
oxygen is much higher than silica, they suggested silica ions would rotate during
time intervals in the melt and harbour the tracer atoms, which is easier than
translation of silicon ions in the molten liquid. The lower values of diffusivity of
silica compared to Ca and Fe reflect the bonding between these ions and oxygen
in the melt. In the present work, the order of diffusion of Ca in the melt with
additives is slag + FeOx > master slag > slag + additional SiO 2, which follows the
same trend as the mentioned published data.
The effect of additives on the diffusivity of CaO in slag in the present work can
be compared to results by Ukyo et al. (1982) on quasi- inter-diffusivities of
several solute oxides in CaO – SiO2 – Al2O3 and Fe2O3 – CaO – SiO2 slags.
Comparison of diffusivity values of FeOx, MnOx, P2O5, TiO2 reveals that the
oxides diffused in the order of; MgO>FeOx>MnO>P2O5>TiO2 in the CaO – SiO2
– Al2O3 slag. As the order of diffusivity for the oxides in FeOx – CaO – SiO2 slag
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was: MgO>MnO>NiO>P2O5>TiO2. The substantial increase in the diffusivity of
CaO in the slag in the present study by addition of MnOx and FeOx, is in accord
with the findings by Ukyo et al. (1982).
4.4 Diffusion in a Mix – controlled regime
It was shown in Chapter 3 that when lime sample was rotated in the calcium
aluminio-silicate melt at 1430°C, the CaO concentration dissolved in the slag
increased approximately linearly with reaction time, but after about 10 minutes
of reaction, the CaO dissolution curve reached a plateau at a level of less than 52
wt%, which is far less than the saturation level of 59 wt%, given that the rotating
lime sample was not fully dissolved at the end of one hour reaction time. These
results can be explained in terms of CaO – Al2O3 – SiO2 phase diagram (Figure
4.4) where formation of a solid layer on the surface of lime occurred and
consequently the dissolution of lime was slowed down.
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Figure 4.4: CaO-Al2O3-SiO2 phase diagram
To investigate this further, experiments were carried out in which the lime was
reacted with base slag at 1430ºC under static condition. These experiments were
aimed at obtaining evidence of the formation of a solid layer and measuring
growth rate of the layer at the lime/slag interface. The SEM examination of
solidified samples confirmed the presence of a 3CaO.Al2O3 layer and the
thickness of the layer was observed to increase with increasing reaction time,
which was demonstrated in Chapter 3. The growth rate of the 3CaO.Al2O3 layer
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was found to be linear and correlated to reaction time according to Equation
(4.18):
tx 92 102 −×=Δ (4.18)
Where xΔ is the change in thickness in millimiters and t is reaction period in
seconds.
The diffusion of lime in the solid layer was then estimated according to the
following Equation:
( )txD
2Δ≅ (4.19)
The value of diffusivity in the solid layer was deduced from the slope of the 2xΔ
versus time, where there is a linear relationship between ( )2xΔ and time, as
shown in Figure 4.5.
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Figure 4.5: Estimation of CaO diffusion through a solid layer
According to Figure 4.5, the 3CaO.Al2O3 (C3A) solid layer grows linearly with
time. It is postulated that once a complete layer of C3A covers the surface of a
lime specimen, it increases in thickness by formation of C3A layer at the
lime/C3A interface and, the rate of formation of C3A is much faster than the rate
of dissociation. The linear behaviour of growth rate suggesting that dissolution
process is controlled predominately by the diffsion of lime in the reaction layer.
The diffusion coefficient of lime in the 3CaO.Al2O3 solid layer is estimated on
the basis of Equation (4.19) to be 9102 −× cm2/s at 1430 ºC.
Comparison could be made between the diffusion of CaO in the 3CaO. Al2O3
layer and growth rate of this layer with the previously published data. Zhang et
al. (1994) studied the dissolution of MgO in the CaO – FeO – CaF2 – SiO2 slags
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in the temperature range of 1573-1673 ºC. They observed a layer of
magnesiowustite at the MgO/slag interface and measured its thickness versus
time. The authors also estimated the inter-diffusivity of MgO in the solid layer by
applying the cylindrical coordinate diffusion equation and it was found to be
8107 −× cm2/s. The average diffusivity was also estimated by applying Appel’s
equation, which is the solution to Fick’s second law with variable diffusivity in
multiphase system and the result was 8103 −× cm2/s. Attempt was made in the
present work to deduce the diffusion coefficient by the slope of the line in the
plot of (thickness)2 versus time as it is shown in Figure 4.6. The diffusion
coefficient value was found to be 8103 −× cm2/s, which shows that the
assumption made in Equation (4.19) is in a very good agreement with the result
given by analytical solution. The diffusivity of CaO in the present work is an
order of magnitude lower than the diffusivity of MgO in the Zhang’s work.
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Figure 4.6: variation (Thickness2) of magnesiowustite layer as a function of time on the basis of work done by Zhang et al. (1994)
Allen, Sun and Jahanshahi (1995) measured the thickness of the reaction layers
of spinel and wustite when MgO was reacted with slag of 80 wt% FeOx and 20
wt% CaO. Using their results, an attempt was made in this work to estimate the
diffusivity of MgO in the wustite layers at various temperatures by plotting
square of thickness versus time according to Figure 4.7. The diffusion coefficient
for Wustite is between 9103 −× to 7101 −× cm2/s depending on the temperature. In
the case of spinel the diffusion coefficient at 1300 ºC is estimated as 9102 −×
(cm2/s) according to Figure 4.8. The results show that the estimation of
diffusivity in the 3CaO.Al2O3 layer in the present work is in the range of
published data on growth rate and diffusivity of oxides in the solid layer.
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Figure 4.7: Variation of (thickness2) of wustite layer with time deduced from data according to Allen et al. (1995)
Figure 4.8: Variation of the (thickness2) of the spinel layer with time deduced from data according to Allen et al. (1995)
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Blank and Pask (1969) investigated the inter-diffusion in the MgO – FexO
system, which exhibits complete solid solution under low oxygen pressure. In the
MgO phase the value of Mg diffusion was found to be 91024.1 −× cm2/s and the
ferrite phase, diffusion for Fe was with an average value of 81058.5 −× cm2/s.
Thus, we can conclude that the assumption made in the present work to deduce
the value of diffusivity in solid, results in diffusivity data, which is within the
values of diffusivity in solid layer and can be accepted as a reasonable
assumption.
Therefore, the “mass transfer coefficient” of lime in the solid layer was estimated
according to the following Equation:
xDKsolid Δ
= (4.20)
As it was mentioned earlier, mass transfer of lime in the liquid phase could be
estimated by Equation (4.16). The dissolution of lime into the master slag at
1430ºC initially started from the diffusion of lime in the liquid slag. On
formation of the 3CaO.Al2O3 protective layer on the lime/slag interface, the
diffusion of lime occurs through a mix-controlled regime, i.e. diffusion in the
solid layer and the diffusion in liquid slag. The newly formed solid layer is very
thin at early stages of dissolution, at this stage the mass transfer in the solid layer
is higher than the corresponding value for the liquid phase due to the thickness of
the product layer so the overall diffusion is predominately controlled by the
diffusion in the liquid slag. On increasing the reaction time, the solid layer on the
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lime surface grew and the “mass transfer coefficient” in solid became smaller
compared to the mass transfer in the liquid phase, and the diffusion becomes
predominantly controlled in the solid layer. This would lead to slow diffusion of
CaO in the solid layer, which eventually controls and slows down the dissolution
process.
A mixed-control model was developed on the basis of diffusion in the solid and
liquid phases. The dissolution data obtained from the developed model was
compared with experimental results.
As the concentration of CaO in the 3CaO.Al2O3 layer was constant, Fick’s First
law, which according to Equation (4.21) states that the magnitude of the mass
flux is proportional to the concentration gradient at that point, could not be used;
xCDji ∂
∂= . (4.21)
Where, iJ is mass flux of i species (g/cm2.s), D is the diffusion coefficient
(cm2/s), and concentration C is expressed in g/cm3.
It was assumed in this work that the diffusion rate is proportional to the gradient
of its activity in both solid layer and liquid melt according to the Equation (4.22):
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yaDCj
∂∂−= (4.22)
Where, D is the diffusion coefficient (m2.s-1) and y is the distance in the
direction of diffusion. For steady-state transfer, the rate at which CaO diffuses
through the 3CaO.Al2O3 layer is equal to the rate at which it diffuses into the
bulk liquid slag. Therefore, if lk and sk are the local mass transfer coefficients
in the solid layer and liquid phase respectively, then the flux of CaO could be
expressed as;
( ) ( )lillisss aaCkaaCkj −=−= (4.23)
Where:
=sk mass transfer coefficient of CaO in solid phase
=lk mass transfer coefficient of CaO in liquid phase
=sC concentration of CaO in solid phase
=lC concentration of CaO in liquid phase
=sa activity of CaO in solid phase
=la activity of CaO in liquid phase
=ia activity of CaO in the product layer/slag interface
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At equilibrium, ia , activity of CaO is the same at the interface of the solid layer
and liquid slag adjacent to the liquid/slag interface ; therefore, it was eliminated
from both sides of Equation (4.23), and it becomes in Equation (4.24):
( )lstotalsl aaKCCj −= (4.24)
Where the total mass transfer totalK according to Equation (4.23) is expressed as:
llss
sltotal CkCk
kkK
+= (4.25)
sk , was found according to Equation (4.20) and lk on the basis of Equation
(4.16). The activity of CaO in lime specimen is equal to 1 and the activity of CaO
in bulk slag was calculated by the MPE model developed by Zhang, Jahanshahi,
Sun, Chen, Borke, Wright and Somerville (2002).
The concentration of CaO dissolved in the slag was estimated using the mix-
controlled model by integrating the rate Equation (4.24) and the results for two
lowest and highest rotation speeds were compared with experimental data. The
results are shown in Figure 4.9 to Figure 4.13. There is a good agreement
between the results from modelling and the experimental data. At a rotation
speed of 60 rpm, the data from modelling deviated slightly from the experimental
data after about 20 minutes. This could be due to disintegration of the lime
crucible after about 20 minutes due to the physical characteristics of the
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particular lime sample used in that experiment, as the CaO concentration reached
to a plateau in compararison with the experiments at other rotation speeds.
Figure 4.9: The CaO concentration predicted by mix-controlled model and the experimental data at30 rpm & 1430 ºC
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Figure 4.10: The CaO concentration predicted by mix-controlled model and the experimental data at 60 rpm & 1430 ºC
Figure 4.11: The CaO concentration predicted by mix-controlled model and the experimental data at 90 rpm & 1430 ºC
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Figure 4.12: The CaO concentration predicted by mix-controlled model and the experimental data at 120 rpm & 1430 ºC
Figure 4.13: The CaO concentration predicted by mix-controlled model and the experimental data at150 rpm & 1430 ºC
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4.5 Activation energy
The activation energy for diffusion (Q) in the slags studied has been calculated
using the Arrhenius equation:
⎟⎠⎞⎜
⎝⎛−=
RTQ
DD exp0 (4.26)
Where
=0D constant for a given solute; independent of temperature
=D diffusivity (cm2/s)
=Q activation energy for the diffusion process (cal/mole)
9872.1=R is the universal gas constant (cal.mol-1.K-1)
A plot of Ln (diffusivity) versus 1/temperature was constructed and the slope of
the lines were used for calculation of the activation energy which is presented in
Figure 4.14 and Table 4.4.
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Figure 4.14: Arrhenius plots for calculation of the activation energy for diffusion of CaO in the master slag and slags with additives
Table 4.4: Activation energy for master slag and slag with additives
SlagComposition
Activation Energy (kcal/mole)
Master slag 43.18
slag + CaF2 5% 17.24
slag + FeOx 5% 8.46
slag + MnOx 23.54
slag + ilmenite 5% 28.38
slag + TiO2 5% 30.02
slag + SiO2 5% 79.24
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The activation energy decreased markedly with addition of 5 wt% of Fe2O3,
CaF2, Mn3O4, ilmenite and TiO2 but increased with addition of 5 wt% SiO 2 in the
slag. The activation energy (Q) is generally regarded as the energy required for a
species to diffuse in the melt. In the master slag, the energy barrier for the
diffusion of CaO is the movement of silica anions. By addition of metallic oxides
and CaF2, the bonding environment of the melt becomes weaker, the silicate
anions can move easier and the energy barrier for diffusion of CaO becomes
lower to the master slag. By addition of SiO 2, the silicate anions become
restricted and their movement is slow thus the energy barrier for diffusion would
increase.
Attempt was made to deduce the activation energy diffusivity of CaO and other
oxides in the slag from the published data using Equation (4.26).
The results form data published by Johnston et al. (1974) show a decrease in the
activation energy of Ca diffusion in the CaO – 20 wt% Al2O3 – 42 % SiO2 slag
when CaF2 was added to the slag which is shown in Figure 4.15. The activation
energy reduced from 30 kcal/mole to 16 kcal/mole, which is in accord with the
result of the present work.
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Figure 4.15: Arrhenius plot for the diffusion of Ca2+ in the CaO – 20 wt% Al2O3 – 42% SiO2, used in the calculation of activation energy on the basis of data from Johnston et al. (1974)
Also by comparing the activation energy of diffusion for Ca, F and Fe in the
same CaO – Al2O3 – SiO2 slag, deduced from the work by Johnston et al. (1974),
the activation energy for diffusion of fluorine(16 kcal/mole) shows the lowest
value while this value for iron (20.4 kcal/mole) shows less activation energy in
comparison with activation energy for diffusion of Ca (30 kcal/mole). These
values show the level of bonding of each element with the silica in the slag. This
is in good agreement with the present results, where addition of CaF2 and Fe2O3
lowered the activation energy of diffusion significantly.
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Figure 4.16: Arrehnius plot for the diffusion of Ca2+, F-1 and Fe2+ in the CaO – 20 wt% Al2O3 – 42% SiO2 slag, used in the calculation of activation energy according to data from Johnston et al. (1974)
Saito et al. (1958) measured the activation energy of diffusion of calcium in the
binary and ternary systems. The measured activation energy by the authors is
shown in Table 4.5. The activation energy calculated in the present work is
within the same range.
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Table 4.5: The activation energy for binary and ternary slags according to Saito et al. (1958)
Slag system Activation energy (kcal/mole)
CaO – SiO2 2050 ±
CaO – Al2O3 60
CaO – SiO2 – Al2O3 (CaO/SiO2 = 0.73), Al2O3 = 10% 2060 ±
CaO – SiO2 – Al2O3 (CaO/SiO2 = 1.33), Al2O3 = 20% 2050 ±
CaO – SiO2 – Al2O3 – MgO (MgO :3~10%) 2050 ±
The effect of addition of silica on the activation energy of diffusion can be shown
by studying the diffusion data measured by Keller et al. (1979b). On deducing
the activation energy from the diffusivity data of calc ium in the molten CaO-
SiO2 over a range of temperatures, it can be seen that by increasing the silica
content of slag, the activation energy increased from 28 to 35 kcal/mole. The
result of the present work follows the same trend as the addition of SiO 2
increased the activation energy of diffusion.
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Figure 4.17: Arrhenius plot for diffusion of Ca in the CaO – SiO2 slags according to diffusivity data from Keller et al. (1979b)
As it is mentioned before, Ukyo et al. (1982) measured the diffusivity of several
solute oxides in liquid CaO – 40 wt% SiO2 – 20% Al2O3 in a temperature range
of 1350 to 1450 ºC. The activation energy from their diffusivity data was
deduced by the present author and illustrated in Table 4.6.
Table 4.6: Activation energy for diffusion of various oxides in CaO- 40 wt% SiO2- 20 % Al2O3 slag according to Ukyo et al. (1982)
Oxides MgO TiO2 MnO Fe2O3 P2O5
Activationenergy
(kcal/mole)22.11 53.46 54.52 63.2 68.11
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The results show that activation energy for diffusion of MgO is the lowest with
TiO2 and MnO also having lower activation energies than Fe2O3 and P2O5. These
results show that the movement of MgO, Fe2O3 and MnO in the melt are faster
than others. The lower activation energy of diffusion of lime in the slag
containing MnOx and FeOx in the present study is in accord with these data.
The activation energy of single elements in the slag of CaO – 40 wt % SiO2 –
20% Al2O3 were deduced from the diffusivity data reviewed by Nagata et al.
(1982). The results are tabulated in Table 4.7, where Fe and Ti show lower
activation energies compared to the Ca and Si. This is in accord with the results
of the present work where transition metal decreased the activation energy of
CaO in the slag.
Table 4.7: Activation energy from diffusivity data of various ions in liquid CaO- 40 wt% SiO2- 20 % Al2O3 slag according to Nagata et al. (1982)
Oxide Mg Fe Ti Al Mn Ca Si P
Activationenergy
(kcal/mole)26.1 31.3 50.2 55.2 58.2 67 68.1 76.3
4.6 Relationship of diffusivity with viscosity
The Eyring’s theory of diffusion (Glasstone et al. (1941)) has been explained in
Chapter 1, where a model was presented for liquid diffusion based upon their
theory of absolute reaction rates and using the concept that the liquid structure
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contains a number of holes or void spaces. This theory was used by Yu et al.
(1997) to investigate the mechanism of dissolution in the molten slag . The slope
of the line in plot of )(TDLn versus )(ηLn was considered as the basis for
judgment as according to the Eyring relation this slope is expected to be –1,
whether the diffusing molecules are big or small. Their diffusivity data matches
in this correlation well and the effective diffusivity of alumina in the CaO –
Al2O3 – SiO2 melts was shown to be very close to the self-diffusivity of Si4+
measured by Cooper et al. (1964), thus it was proposed that alumina diffusion
was controlled by the mobility of silicate ions.
In the present work, attempt was made to apply the Eyring’s correlation to the
master slag and slags with different additives, so the plot of )(TDLn versus
)(ηLn was established in Figure 4.18. It is shown that master slag and slag with
addition of SiO 2 follow the Eyring relation as the slope of the lines are close to –
1. However, additions of CaF2, Fe2O3, Mn3O4, TiO2 and ilmenite have a different
effect on the mechanism of diffusion so the results show a deviation from Eyring
relation. This could be explained by the argument mentioned above, i.e.; the
movement of species in the melt is governed by the movement of silica anions in
the melt. In the case where SiO2 was added to the melt, silica anions lock the
silica anions together and consequently the diffusion of calcium cations
decreases, again the diffusivity data shows agreement with the Eyring’s theory.
However addition of other additives, like Fe2O3, TiO2, Mn3O4, ilmenite and
CaF2, makes the bonding environment between the cations and silica anions
weaker therefore, the movement of silica anions becomes easier where the Ca2+
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cations can move and diffuse faster. So there is a deviation from the Eyring’s
correlation, as the movement of CaO is not controlled by the movement of silica
anions. With additions and the consequent weaker bonding environment in the
silica melt, there is more deviation from the Eyring’s correlation.
Figure 4.18: Investigation of applying Eyring theory in diffusion of CaO in the slag
4.7 Ionic conductivity
The ionic conductivity of the master slag and slags with additives was calculated
in order to investigate whether the transport of ionic species in the melt has the
same mechanism to electrical conduction. It should be noted that relationship
between conductivity and diffusivity is complex as different driving forces
(chemical potentials and electrical charge) affect the effective concentration of
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charge carriers and transfer numbers. At the present work, the ionic conductivity
is computed from the diffusivity data assuming that the conduction is solely by
motion of Ca2+ ions and that the Nerst-Einstein equation is valid. The following
Equation (4.27) applies for estimation of ionic conductance:
RTCZDF 22
=λ (4.27)
Where:
=λ ionic conductivity ( 11 −−Ω cm )
=D diffusivity (cm2/s) of Ca2+, which is assumed to be equal to the diffusivity
of CaO in the melt.
2=CaZ is the charge of the Ca2+ ion,
=CaC Ca2+ concentration in moles.cm-3
96485.3415=F C.mol-1 is the Faraday constant
=T absolute temperature (K)
3144.8=R J.mol-1.K-1 is the universal gas constant
The ionic conductivity is tabulated in Table 4.8. The results followed the same
trend as the variation of diffusivity, which decreased by addition of 5 wt% SiO 2
and increased by temperature and also addition of 5% wt CaF2, Fe2O3, TiO2,
Mn3O4 and ilmenite.
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Table 4.8: Estimated Ionic conductivity ( 11 −−Ω cm ) of CaO-Al2O3-SiO2slag and slags with 5 wt% additives at various temperatures
According to Richardson (1974), the conductance of silicate melts is always
raised by the addition of metal oxides and the conduction mechanism is primarily
ionic. In cases where the metal oxide is an electronic conductor such as FeOx,
which conduct by virtue of the presence of cations of variable valency,
conduction becomes more electronic.
The validity of Equation (4.27) in estimation of conductivity has been
investigated by Keller et al. (1979b). They measured the electrical conductivity
of Ca45 in CaO-SiO2 melts, using the four-point method and compared
experimental data with calculated data using Equation (4.27). Although the
computed values are lower than experimental data (Figure 4.19), they are quite
comparable. The difference is low at low SiO 2 content. The experimental
conductivity value at 1600 ºC and for a silica mole fraction of about 0.44 shows a
value of 0.5 11 −−Ω cm . The estimated conductivity in the present work for the
base slag shows a higher value (1.84 11 −−Ω cm ), which can be explained by slag
chemistry where the silica content is much less and also the fact that the
conductivity data in the present study in on the basis of chemical diffusivity
which is higher than tracer diffusivity.
Master slag CaF2 Mn3O4 Ilmenite Fe3O4 TiO2 SiO2
1430 0.61 - 2.24 - 2.42 1.02 -1500 0.84 4.33 2.60 2.58 2.35 1.37 0.531550 1.08 4.64 2.95 2.65 2.44 1.35 0.881600 1.84 5.33 3.92 3.08 2.69 2.15 1.15
Conductivity in slag with addition of 5 wt% additivesTemperature(C)
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Figure 4.19: Electrical conductivity of CaO – SiO2 slag, measured experimentally calculated as a function of mole fraction of silica at 1600 ºC after Keller et al. (1979b)
The temperature dependence of the electrical conductivity is usually expressed
by the Arrhenius relationship in Equation (4.28):
⎟⎠⎞⎜
⎝⎛ −
=RTE
A λλλ exp (4.28)
Where; λA is the constant, λE the activation energy, R the gas constant and T the
thermodynamic temperature. The activation energy of conductance can be
calculated on the basis of plot of Ln (conductivity) versus (1/temperature).
Attempt was made in the present work to compare the activation energy of
conductivity and activation energy of diffusivity. Firstly the activation of
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conductivity for various slag compositions are deduced in the present work on
the basis of the data in the literature and compared with the published data on
activation energy of diffusivity of Ca in the slags of similar composition. This
would justify the validity of the comparison between these two quantities. Sarkar
and Sen (1978) & Sarkar (1989) measured the conductivity in the slag of CaO –
26 wt% Al2O3 – 35% SiO2 – 4% MgO in the temperature range of 1500 – 1600
ºC. The activation energy of conductivity (38 kcal/mole) deduced according to
their data shows a good agreement with the activation energy of diffusivity of Ca
( 2050 ± kcal/mole) calculated by Saito et al. (1958) in the slag system of CaO –
SiO2 – Al2O3 (CaO/SiO2 = 1.33), Al2O3 = 20 wt%. Nesterenko and Khomenko
(1985) measured the conductivity of slags with composition of CaO – (34 – 49
wt%) SiO2 – 5% Al2O3 at temperatures of 1500 – 1600 ºC and the deduced data
of activation energy are in the range of 20 – 48 kcal/mole. These results are
compared with the deduced value of activation energy of Ca diffusivity
according to Keller et al. (1979b), where they studied the CaO – SiO2 system
(SiO2 = 0.448 – 0.634 mole fraction). As the activation energy of diffusion is in
the range of 28.16 – 35.19 kcal/mole, a good agreement exists between these two
activation energies of conductivity and diffusivity. Winterhager, Greiner and
Kammel (1966) measured the electrical conductivity of CaO – 19 wt% Al2O3 –
40% SiO2 – 5% MgO in the temperature range of 1350 – 1550 ºC. The activation
energy of conductivity of 42.71 kcal/mole is deduced in the present work on the
base of their data and is in a good agreement with the activation energy of
diffusivity ( 2050 ± kcal/mole) calculated by Saito et al. (1958) for the slag of
similar chemistry. Thus suggesting the validity of Equation (4.27) and hence its
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application to predicting diffusivity of slags from a knowledge of the electrical
conductivity of slags.
Therefore, it can be seen that the activation energies of conductivity, which are
presented in Table 4.9 can be compared with those for activation energy of
diffusion in Table 4.4.
Table 4.9: Estimated activation energy of conductivity for master slag and slags with 5 wt% additives
SlagComposition
Activation Energy (kcal/mole)
Master slag 39.66
slag + CaF2 5% 13.68
slag + TiO2 5% 26.52
slag + FeOx 5% 3.61
slag + ilmenite 5% 24.70
Slag + MnOx 5% 19.97
slag + SiO2 5% 51.28
It can be seen that the presence of CaF2, FeOx, TiO2, MnOx and ilmenite in the
slag decreased the activation energy and addition of SiO 2 increased the activation
energy of conductivity. Although the activation energy of diffusion is higher than
conduction, they both follow the same trend, supporting the theory that ionic
conductance and chemical diffusion are controlled by the same processes
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involving the same energy barriers, which is movement of the large anions.
Addition of metallic oxides, ilmenite and CaF2 makes the movement of silicate
anions easier in the melt due to the weaker bonding environment, which
decreases the energy barrier for conduction of Ca2+ cations. Addition of SiO 2
increases the bonding of silica anions, which leads to the higher energy barrier
and slower conductivity of Ca2+ cation. It should be mentioned that as the
concentration of additives to the slag, (such as FeOx, MnOx and TiOx) is low, the
conduction is predominantly ionic but at high levels of additives it becomes
electronic.
4.8 Summary of key findings
The diffusivity of MgO in the CaO - 46 wt % Al2O3 slag was measured with
rotating disk/cylinder technique, at 1430ºC. It was observed that addition of FeOx
and combination of FeOx and CaF2 increased significantly the diffusivity of MgO
in the slag.
The diffusivity of CaO in the CaO – 42 wt % Al2O3 – 8% SiO2 slag was
measured in the temperature range of 1430 – 1600 ºC, using rotating
disk/cylinder technique. The effect of temperature and addition of additives
(CaF2, FeOx, TiO2, ilmenite, MnOx and SiO2) on the diffusivity were
investigated. By increasing the temperature and addition of 5 wt% CaF2, FeOx,
TiO2, ilmenite and MnOx, the diffusivity of lime in the slag was increased while
addition of 5 wt% SiO 2 reduced the diffusivity.
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The activation energy of diffusion was calculated on the basis of changes of lime
diffusivity in various slags with respect to temperature. It was shown that
additives could be categorized in two groups, those that increased and those that
decreased activation energy. The effect of additives on the activation energy
could explain the mechanism of diffusion of lime in the slags with various
additives.
The relationship between diffusivity and viscosity was demonstrated with Eyring
theory, where the mechanism of diffusion in the melt was expressed according
the validity of Eyring correlation for various slags.
The ionic conductivity of lime in the slags was calculated and it was shown that
there is a direct relationship between the diffusivity and ionic conductivity of
lime in the slag.
The results show that FeOx, ilmenite and MnOx are comparable with CaF2 with
respect to increasing the diffusivity of lime in the slag and can be used instead of
CaF2 for effective dissolution of lime in the slag.
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CHAPTER 5. Conclusion
5.1 Dissolution rate of MgO in calcium aluminate slag and lime in the calcium aluminosilicate slags
The dissolution rate of MgO in CaO – 55 wt% Al2O3 base slag has been
determined at 1430 ºC and in air, using the rotating disk/cylinder technique. The
results showed the increase in the magnesia content of slag as function of period
of rotation of magnesia sample in the melt. The effect of varying the rotation
speed on the dissolution rate was investigated. It was shown that there is a linear
relationship between the rate of dissolution with 1/2 and 3/4 -th power of rotation
speed (ω ) and 4/32/1 ωω BA + over the rotation speeds of 60 to 120 rpm. The
dependence of the rate of magnesia dissolution on the rotation speed suggests
that the measured dissolution of MgO is most likely controlled by diffusion in
the liquid boundary layer. The effect of addition of Fe2O3 and (Fe2O3+CaF2) on
the rate of dissolution was studied at a constant rotation speed of 90 rpm and at a
constant temperature of 1430 ºC. It was shown that while the average dissolution
rate of magnesia in the base slag was about 5107.2 −× g/cm2.s, additions of 5 and
10 wt% Fe2O3 increased the dissolution rate by a factor of 2 and 4, respectively.
It was also found that addition of a mixture of (CaF2 5 wt% + Fe2O3 5 wt%) and
(CaF2 5 wt% + Fe2O3 10 wt%) increased the dissolution rate considerably by a
factor of 11 and 8, respectively.
The dissolution rate of CaO in CaO – 42 wt% Al2O3 – 8% SiO2 base slag in a
temperature range of 1430 – 1600 ºC and in air was studied by using the rotating
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disk/cylinder technique At a given temperature, the results revealed the increase
in the lime concentration versus the period of rotation of lime cylinders in slag.
The effect of rotation speed on the rate of dissolution was studied by conducting
experiments in a range of rotation speed of 30 to 150 rpm. As there was a linear
dependency of dissolution rate with the 1/2 and 3/4 –th power of rotation speed
( )ω and 4/32/1 ωω BA + , it was concluded that liquid slag mass transfer played a
significant role in controlling the dissolution. The dissolution rate also increased
with temperature at constant rotation speed. At constant rotation speed of 90 rpm,
the effect of 5 wt% additives, such as CaF2, FeOx, TiO2, MnOx, ilmenite and
SiO2 in the slag were quantified at various temperatures. The average dissolution
rate (g/cm2.s) of lime in the base slag over a temperature range of 1430 – 1550
ºC, was of the order of magnitude of 10-5 (g/cm2.s) and at 1600 ºC, the
dissolution rate was an order of magnitude higher. While CaF2 had the highest
effect, increasing the rate of dissolution by about a factor of 3, addition of FeOx,
MnOx and ilmenite increased the rate of dissolution (about a factor of 2) and
proved to be comparable with CaF2. The effect of basicity on the dissolution of
lime at constant temperature of 1500 ºC was investigated, where it was shown
that dissolution rate was about a third of the rate data for the slag with basicity of
6. During static reaction of lime with slag with basicity of 0.9, the formation of
two non-coherent phases of 2CaO.SiO 2 and 3CaO.SiO 2 on the lime/slag interface
was observed, where the measurement of thickness of these phases and
consequently the diffusivity measurements were not possible.
During the dissolution of lime in calcium aluminosilicate base slag at 1430 ºC, a
layer of 3CaO.Al2O3 was formed on the lime/slag interface, which slowed down
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the dissolution rate and subsequently the diffusivity of lime in the slag. This
suggested that dissolution of lime in the slag occurred in a mix-controlled
regime. By conducting static experiments, it was found that the thickness of the
solid layer increased with reaction time and the growth rate the layer was
measured to be about ( 5104 −× mm/s). A Mix-Controlled model has been
developed on the basis of the assumption that the dissolution rate is proportional
to the gradient of its activity in both solid layer and liquid melt. The model
predicts the concentration of lime in the slag during the course of dissolution of
lime while the solid reaction layer grows on the lime/slag interface. The result of
modelling was compared to the experimental data and very good agreement was
found, confirming the dissolution of lime in a mix-controlled regime at 1430 ºC.
5.2 Solubilities of MgO in calcium aluminate slag and CaO in calcium aluminosilicate slags
The solubility of MgO in the various slags was determined by analysing the
rotating magnesia samples after the completion of the experiments. The MgO
concentration in the slag attached to the magnesia samples close to the interface
was measured quantitatively. The solubility of MgO was shown to be about 4.3
wt% in the base slag and introduction of the additives i.e. 5 and 10 wt% FeO,
(CaF2 5 wt% + Fe2O3 5 wt%) and (CaF2 5 wt% + Fe2O3 10 wt%) to the slag,
increased the solubility slightly to about 5 – 5.6 wt%. It was found that within
experimental scatter, the existence of additives in the base slag, does not increase
the solubility MgO in the slag.
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CaO solubility in CaO – 42 wt% Al2O3 – 8% SiO2 base slag over a temperature
range of 1430 – 1600 ºC and slags with additives has been investigated
quantitatively by reacting the CaO with the base slag and slags with additives, at
various temperatures in air and fast quenching of the reactants. It was shown that
within experimental scatter, by increasing the temperature and addition of CaF2,
FeOx, MnOx, TiO2, ilmenite and SiO 2 to the slag, the solubility of lime (about 60
wt%) remained almost constant.
5.3 Diffusivity of MgO / CaO in slags
The diffusivity of the studied solid oxides in the slags was quantified using the
dimensionless mass transfer correlations for rotating disk/cylinder in the melt.
The diffusivity values deduced using the data on dissolution rate and solubility,
of solid oxides in the slag. As the developed correlations for calculation of
diffusivity depend on the density and viscosity of slag, these quantities have been
estimated by Urbain’s model for viscosity and Mills model for density of melt.
The diffusivity of MgO in the calcium aluminate slag at 1430ºC was found to be
51045.1 −× cm2/s and addition of 5 and 10 wt% FeOx increased the diffusivity by
a factor ~ 2 to 3, respectively. However, with (CaF2 5 wt% + Fe2O3 5 wt%) and
(CaF2 5 wt% + Fe2O3 10 wt%) in the slag, the diffusivity was increased
considerably by a factor of about 14 and 20, respectively.
The diffusivity of CaO in calcium aluminosilicate was measured at a temperature
range of 1430 – 1600 ºC. The diffusivity was increased by temperature and
additives in the slag. At 1430ºC, the diffusivity was found to be 6102.9 −× cm2/s
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and by increasing the temperature to 1600 ºC, the diffusivity was increased to
5107.3 −× cm2/s. Addition of CaF2 had the strongest effect and increased the
diffusivity by a factor of 3 to 5 in the temperature range of 1500 to 1600 ºC.
MnOx and FeOx had a comparable effect in increasing the diffusivity by a factor
of 2~4. Ilmenite and TiO 2 also increased the diffusivity by a factor of about 2.
However, addition of SiO 2 to the slag decreased the lime diffusivity. The
influence of additives in the lime diffusivity was expressed according to the
effect of various cations on the bonding environment of the silicate anions and
their movement in the melt. Therefore, the strength between the interaction of
cations and oxygen (from the anions) determines how freely the anions can move
in the melt, which affects the diffusion of other species like Ca2+ in the melt.
The effect of temperature on the diffusivity of lime in the base slag and slags
with additives were examined by calculation of activation energy of diffusion.
The activation energy for diffusion of calcium in the base slag was about 43
kcal/mole. Addition of SiO 2 to the melt increased the activation energy to about
80 kcal/mole; however, other additives in the slag decreased the activation
energy, with FeOx and CaF2 and MnOx had the strongest effects. This trend
confirmed the mechanism of diffusion as the energy barrier for diffusion in the
melt is the movement of silicate anions and any change in the activation energy
is an indication of bonding environment between the cations and silicate anions.
The validity of Eyring theory, where the rate-determining step in the diffusing
species is the movement of large species in the melt, has been investigated for all
slags at various temperatures. It was shown that in master slag and the slag with
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added silica, the Eyring’s correlation is valid (plot of
Ln(Diffusivity/Temperature) versus. Ln (viscosity) having slope of –1), but when
CaF2 and other oxides are added to the slag, the correlation between diffusivity
and viscosity deviated from Eyring. These data showed the effect of additives on
the interaction between cations and oxygen in the silicate anions.
The ionic conductivity of slag was estimated using Nerst-Einstein correlation.
The changes in the ionic conductivity with temperature and additives follow the
same trend as diffusivity, confirming that the same mechanism controls two
quantities.
5.4 Recommendations for future work
The above findings show that although CaF2 had the strongest effect on the
dissolution rate and diffusivity of lime in the slag but MnOx, FeOx and ilmenite
in the slag increased the dissolution rate and diffusivity considerably. As these
candidates should not cause emission of toxic species to the environment; thus
the industry can consider these candidates as a substitute to fluorspar.
The present work recommends to steelmaking industry to reduce/eliminate the
use of fluorspar, applying alternative additives such as MnOx, FeOx and ilmenite.
It is also recommended to investigate the replacement ratio of ilmenite for the
ladle type slag.
In the present work, the diffusivity of lime in the ladle type slag was investigated
at various temperatures and with addition of additives. At 1430 ºC a solid phase
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was formed as a coherent layer on the lime/slag interface. A mix-controlled
model was developed which confirmed the existence of this layer. However, the
effect of basicity on the diffusivity of lime in the slag was not studied. It was
shown that when lime was reacted with slag of lower basicity, two non-coherent
phases formed on the lime/slag interface where the diffusion in liquid and solid
was not clear. An experimental technique is desirable to measure the diffusivity
of lime in the slag systems with lower basicity.
Given diffusivity measurement is more difficult than electrical conductivity and
we already have good models of electrical conductivity, the linkage between
conductivity and diffusivity allows us to extend the application of conductivity
models to diffusivity.
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APPENDIX A. Solid oxides dissolution data
A.1 The effect of rotation speed on dissolution of CaO in calcium aluminosilicate slag at 1430 ºC
The effect of variation of rotation speed on the concentration of lime in the slag
with time is presented in this section. The experimental data analysed by XRF
along with fitted curve are presented in Figure A. 1 to Figure A. 4 and Table A. 1
to Table A. 4. There is an error of ± 0.2-0.3 wt% (absolute) from the XRF
analysis.
The Curve Fitting Toolbox in MATLAB uses the method of least squares when
fitting data. The fitting process requires a model that relates the response data to
the predictor data with one or more coefficients. The result of the fitting process
is an estimate of the “true” but unknown coefficients of the model. The
concentration versus time data for the first 10 minutes of experiment is given to
the Curve Fitting Toolbox, then the linear least squares method is applied to fit a
linear model to data.
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Figure A. 1: Concentration of CaO dissolved in slag at 30 rpm and at 1430°C
Table A. 1: XRF analysis of the bulk slag when lime dissolves in slag in air at 30 rpm and 1430°C
SiO2 Al2O3 Fe2O3 MgO CaO
0 8.03 41.9 0.315 0.09 48.5 49.605 7.90 41.9 0.211 0.08 49.2 50.2110 7.92 42.2 0.157 0.07 49.2 50.2715 7.81 41.6 0.293 0.06 48.7 49.7820 7.89 42.2 0.126 0.06 49.1 50.1625 7.87 41.8 0.203 0.05 49.6 50.6730 7.87 42.0 0.137 0.07 49.4 50.4535 7.84 41.7 0.137 0.06 49.3 50.3240 7.8 41.7 0.1 0.08 49.5 50.5045 7.84 41.7 0.131 0.08 49.6 50.6950 7.8 41.7 0.1 0.09 49.6 50.6255 7.79 41.6 0.133 0.09 49.5 50.5660 7.78 41.5 0.136 0.10 49.9 50.99
Reactiontime (min)
XRF analysis of bulk slag (wt%) CaO from curvefitting
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Figure A. 2: Concentration of CaO dissolved in slag at 60 rpm and at 1430°C
Table A. 2: XRF analysis of the bulk slag when lime dissolves in slag in air at 60 rpm and 1430°C
SiO2 Al2O3 Fe2O3 MgO CaO
0 7.98 42.1 0.240 0.07 48.9 48.905 7.90 42.1 0.171 0.06 48.9 49.0610 7.95 42.2 0.143 0.06 49.2 49.1915 7.89 42.1 0.186 0.07 49.3 49.3120 7.82 41.6 0.160 0.07 49.4 49.4125 7.83 41.8 0.132 0.08 49.5 49.5030 7.85 42.0 0.133 0.08 49.6 49.5835 7.82 41.8 0.173 0.08 49.6 49.6540 7.82 41.5 0.168 0.08 49.6 49.7145 7.79 41.4 0.129 0.10 49.7 49.7750 7.77 41.3 0.156 0.10 49.8 49.8255 7.77 41.3 0.120 0.10 49.9 49.8760 7.71 41.2 0.130 0.12 49.9 49.91
Reactiontime (min)
XRF analysis of bulk slag (wt%) CaO from curvefitting
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Figure A. 3: Concentration of CaO dissolved in slag at 90 rpm and at 1430°C
Table A. 3: XRF analysis of the bulk slag when lime dissolves in slag in air at 90 rpm and 1430°C
SiO2 Al2O3 Fe2O3 MgO CaO
0 8.06 42.0 0.310 0.09 49.8 49.835 7.91 41.9 0.178 0.08 50.5 50.3110 7.83 41.7 0.200 0.09 51.0 50.6515 7.83 41.6 0.152 0.10 51.1 50.9120 7.74 41.3 0.143 0.11 51.0 51.1125 7.77 41.3 0.152 0.12 51.3 51.2730 7.74 41.0 0.136 0.11 51.4 51.4035 7.74 41.1 0.121 0.10 51.6 51.5140 7.71 40.8 0.126 0.13 51.4 51.6045 7.80 41.2 0.149 0.14 51.6 51.6850 7.72 40.8 0.187 0.13 51.8 51.7555 7.70 40.6 0.128 0.14 51.7 51.8160 7.69 40.7 0.130 0.15 51.9 51.86
Reactiontime (min)
XRF analysis of bulk slag (wt%) CaO from curvefitting
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Figure A. 4: Concentration of CaO dissolved in slag at 120 rpm and at 1430°C
Table A. 4: XRF analysis of the bulk slag when lime dissolves in slag in air at 120 rpm and 1430°C
SiO2 Al2O3 Fe2O3 MgO CaO
0 7.91 42.8 0.231 0.02 50.2 50.192 7.68 42.1 0.155 0.03 50.4 50.404 7.75 42.3 0.152 0.02 50.5 50.556 7.65 41.9 0.168 0.01 50.5 50.678 7.63 41.7 0.152 < DL 50.7 50.7610 7.66 42.0 0.143 0.04 51.0 50.8420 7.62 41.7 0.135 0.04 50.1 51.1430 7.57 41.3 0.132 0.05 51.2 51.3540 7.55 41.2 0.139 0.07 51.5 51.5350 7.53 41.2 0.129 0.08 51.8 51.6960 7.50 40.9 0.142 0.09 51.8 51.85
Reactiontime (min)
XRF analysis of bulk slag (wt%) CaO from curvefitting
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Figure A. 5: Concentration of CaO dissolved in slag at 150 rpm and in air at 1430°C
Table A. 5: XRF analysis of the bulk slag when lime dissolves in slag in air at 150 rpm and 1430°C
SiO2 Al2O3 Fe2O3 MgO CaO
0 7.95 42.6 0.314 0.02 50.0 50.002 7.81 42.5 0.201 0.01 50.4 50.374 7.90 43.0 0.178 0.02 50.5 50.556 7.78 42.8 0.156 0.01 50.3 50.678 7.84 42.9 0.170 0.01 50.8 50.7710 7.83 43.0 0.167 0.03 51.1 50.8420 7.68 42.0 0.157 0.04 50.9 51.1530 7.58 41.4 0.172 0.05 51.3 51.4040 7.69 41.6 0.172 0.07 51.7 51.6450 7.61 41.5 0.156 0.07 52.0 51.8760 7.55 41.0 0.154 0.10 52.0 52.10
XRF analysis of bulk slag (wt%) CaO from curvefitting
Reactiontime (min)
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269
A.2 Effect of CaF2 addition on dissolution of CaO in calcium aluminosilicate slag at various temperatures
The effect of 5 wt% addition of CaF2 on the variation of concentration of lime in
the slag with time is presented in this section. The experimental data obtained by
XRF along with the fitted curve are presented in Figure A. 6 to Figure A. 9 and
Table A. 6 to Table A. 9. There is an error of ±0.2 – 0.3 wt% (absolute) from the
XRF analysis. The dissolution rate was obtained from the slope of the dissolution
curves, by fitting a straight line through the initial experimental concentration
data using MATLAB.
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270
Figure A. 6: Concentration of CaO dissolved in slag with 5 wt% CaF2 at 90 rpm and in air at 1430°C
Table A. 6: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% CaF2 in air at 90 rpm and 1430°C
SiO2 Al2O3 MgO CaF2 CaO
0.00 8.09 39.8 0.05 4.82 47.8 47.78
1.33 7.76 38.0 0.06 4.13 50.7 50.86
2.67 7.27 37.1 0.22 4.23 52.1 51.92
4.00 7.07 36.8 0.30 4.33 52.3 52.46
5.33 6.91 36.4 0.49 4.31 53.0 52.77
6.67 6.94 36.1 0.33 4.45 52.9 52.97
8.00 7.05 36.2 0.33 4.56 53.0 53.11
9.33 6.97 35.7 0.36 4.45 53.4 53.20
10.66 7.16 36.1 0.31 4.97 52.6 53.27
20 6.85 35.2 0.36 4.50 53.5 53.43
XRF analysis of bulk slag (wt%)Reactiontime (min)
CaO from curve fitting
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271
Figure A. 7: Concentration of CaO dissolved in slag with 5 wt% CaF2 at 90 rpm and in air at 1500 °C
Table A. 7: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% CaF2 in air at 90 rpm and 1500 °C
SiO2 Al2O3 MgO CaF2 CaO
0.00 7.92 40.3 0.04 5.15 47.4 47.49
1.33 7.70 39.7 0.07 4.74 48.2 48.06
2.67 7.64 39.7 0.08 5.15 48.4 48.45
4.00 7.64 39.5 0.08 4.82 48.8 48.74
5.33 7.63 39.5 0.09 5.01 48.9 48.97
6.67 7.54 39.1 0.10 4.89 49.1 49.15
8.00 7.56 39.3 0.11 5.03 49.2 49.29
9.33 7.54 39.3 0.11 4.84 49.3 49.42
10.66 7.49 39.2 0.13 4.80 49.7 49.52
20 7.41 38.2 0.18 4.54 50.1 49.99
30 7.40 38.3 0.21 5.09 50.2 50.24
Reactiontime (min)
XRF analysis of bulk slag (wt%) CaO from curve fitting
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272
Figure A. 8: Concentration of CaO dissolved in slag with 5 wt% CaF2 at 90 rpm and in air at 1550 °C
Table A. 8: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% CaF2 in air at 90 rpm and 1550 °C
SiO2 Al2O3 MgO CaF2 CaO
0.00 7.97 40.3 0.06 5.07 47.4 47.451.33 7.81 39.6 0.04 4.99 48.1 48.102.67 7.70 39.7 0.07 4.72 48.6 48.534.00 7.58 39.4 0.04 5.23 48.4 48.825.33 7.46 38.8 0.13 4.91 48.9 49.036.67 7.57 39.1 0.13 4.84 49.2 49.188.00 7.56 39.0 0.11 4.91 49.2 49.309.33 7.52 39.0 0.13 4.95 49.2 49.40
10.66 7.54 38.9 0.11 4.91 49.2 49.4720 7.50 38.9 0.12 4.80 49.7 49.69
Reactiontime (min)
XRF analysis of bulk slag (wt%) CaO from curve fitting
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273
Figure A. 9: Concentration of CaO dissolved in slag with 5 wt% CaF2at 90 rpm and in air at 1600 °C for 1 hour
Table A. 9: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% CaF2 in air at 90 rpm and 1600 °C
SiO2 Al2O3 MgO CaF2 CaO
0.00 7.83 40.4 0.05 4.58 47.5 47.451.33 7.74 40.2 0.02 4.52 48.1 48.132.67 7.67 40.0 0.06 4.43 48.8 48.634.00 7.74 40.0 0.04 4.82 48.3 49.005.33 7.70 40.0 0.07 4.52 48.9 49.306.67 7.57 39.5 0.10 4.50 49.2 49.538.00 7.52 39.2 0.11 4.08 49.7 49.719.33 7.46 38.8 0.13 4.25 49.9 49.8610.66 7.47 38.8 0.13 4.25 49.9 49.99
20 7.39 38.5 0.19 4.35 50.4 50.42
Reactiontime (min)
XRF analysis of bulk slag (wt%) CaO from curve fitting
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274
A.3 Effect of Fe2O3 addition on dissolution of CaO in calcium aluminosilicate slag at various temperatures
The effect of 5 wt% addition of Fe2O3 on the variation of concentration of lime
in the slag with time is presented in this section. The experimental data analysed
by XRF along with the fitted curve are presented in Figure A. 10 to Figure A. 13
and Table A. 10 to Table A. 13. There is an error of ±0.2 – 0.3 wt% (absolute)
from the XRF analysis.
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275
Figure A. 10: Concentration of CaO dissolved in slag with 5 wt% Fe2O390 rpm and in air at 1430°C for 1 hour
Table A. 10: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% Fe2O3 in air at 90 rpm and 1430°C
SiO2 Al2O3 Fe2O3 MgO CaO0 7.52 40.3 5.09 0.03 47.3 47.202 7.43 40.3 5.01 0.06 47.9 47.904 7.37 40.2 5.00 0.04 48.2 48.246 7.39 40.0 5.00 0.04 48.5 48.478 7.30 39.8 4.91 0.06 48.3 48.63
10 7.34 40.0 4.98 0.06 48.8 48.7720 7.22 39.5 4.90 0.08 49.3 49.2930 7.21 39.0 4.86 0.12 49.8 49.7240 7.10 38.5 4.76 0.14 49.9 50.1250 7.10 38.4 4.77 0.17 50.6 50.5060 7.03 38.0 4.72 0.18 50.9 50.88
Reactiontime (min)
XRF analysis of bulk slag (wt%) CaO from curve fitting
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276
Figure A. 11: Concentration of CaO dissolved in slag with 5 wt% Fe2O3at 90 rpm and in air at 1500 °C for 1 hour
Table A. 11: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% Fe2O3 in air at 90 rpm and 1500 °C
SiO2 Al2O3 Fe2O3 MgO CaO0 7.66 40.4 5.81 0.05 46.8 46.832 7.60 40.1 5.14 0.03 48.0 47.864 7.40 39.8 5.04 0.10 47.1 48.396 7.40 39.6 4.95 0.14 48.3 48.728 7.31 39.2 4.88 0.14 49.2 48.96
10 7.39 39.7 4.93 0.11 48.8 49.1420 7.17 38.5 4.79 0.19 50.0 49.7230 7.21 38.5 4.99 0.15 49.9 50.1040 7.19 38.3 4.92 0.20 50.4 50.4250 7.15 38.1 4.71 0.22 50.6 50.7160 7.28 37.3 4.62 0.29 51.1 50.98
Reactiontime (min)
XRF analysis of bulk slag (wt%) CaO from curve fitting
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277
Figure A. 12: Concentration of CaO dissolved in slag with 5 wt% Fe2O3at 90 rpm and in air at 1550 °C for 1 hour
Table A. 12: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% Fe2O3 in air at 90 rpm and 1550 °C
SiO2 Al2O3 Fe2O3 MgO CaO
0 7.61 40.65 5.13 0.05 47.2 47.26
2 7.39 39.47 4.95 0.14 49.0 48.09
4 7.42 39.65 4.92 0.12 49.0 48.65
6 7.46 40.27 5.05 0.03 48.5 49.04
8 7.39 39.48 4.94 0.11 48.9 49.34
10 7.34 39.33 4.92 0.15 49.6 49.57
20 7.23 38.83 4.83 0.15 50.3 50.21
30 7.31 39.05 4.84 0.15 49.9 50.50
40 7.07 37.68 4.73 0.16 50.7 50.65
50 7.00 37.15 4.57 0.25 50.8 50.74
60 6.98 36.93 4.54 0.28 50.7 50.79
Reactiontime (min)
XRF analysis of bulk slag (wt%) CaO from curve fitting
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278
Figure A. 13: Concentration of CaO dissolved in slag with 5 wt% Fe2O3at 90 rpm and in air at 1600 °C for 1 hour
Table A. 13: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% Fe2O3 in air at 90 rpm and 1600 °C
SiO2 Al2O3 Fe2O3 MgO CaO
0 7.82 40.7 5.35 0.02 47.2 47.33
2 7.53 40.1 5.21 0.01 48.3 48.08
4 7.43 39.8 5.02 0.10 48.6 48.66
6 7.33 39.4 4.97 0.13 49.2 49.13
8 7.24 39.0 4.94 0.15 49.5 49.52
10 7.21 38.7 4.89 0.19 50.4 49.85
20 7.10 38.0 4.95 0.22 50.7 51.04
30 6.92 36.8 4.66 0.29 51.9 51.85
40 6.87 36.5 4.66 0.26 52.8 52.51
50 6.73 35.7 4.51 0.35 53.2 53.08
60 6.73 35.7 4.51 0.36 53.4 53.61
Reactiontime (min)
XRF analysis of bulk slag (wt%) CaO from curve fitting
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279
A.4 Effect of TiO2 addition on dissolution of CaO in calcium aluminosilicate slag at various temperatures
The effect of 5 wt% addition of TiO 2 on the variation of concentration of lime in
the slag with time is presented in this section. The experimental data analysed by
XRF along with the fitted curve are presented in Figure A. 14 to Figure A. 17
and Table A. 14 to Table A. 17. There is an error of ±0.2 – 0.3 wt% (absolute)
from the XRF analysis.
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280
Figure A. 14: Concentration of CaO dissolved in slag with 5 wt% TiO2 at 90 rpm and in air at 1430°C for 1 hour
Table A. 14: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% TiO2 in air at 90 rpm and 1430°C
SiO2 Al2O3 TiO2 MgO CaO
0 7.76 40.3 4.93 0.05 47.5 47.55
2 7.66 39.8 4.89 0.06 48.0 47.69
4 7.68 40.0 4.92 0.01 47.7 47.83
6 7.63 39.9 4.86 0.07 48.3 47.97
8 7.64 39.9 4.90 0.03 47.9 48.10
10 7.60 39.7 4.86 0.04 48.3 48.23
20 7.61 39.5 4.84 0.10 48.9 48.84
30 7.51 39.0 4.81 0.09 49.4 49.40
40 7.39 38.4 4.75 0.16 49.7 49.91
50 7.28 37.8 4.67 0.20 50.5 50.37
Reactiontime (min)
XRF analysis of bulk slag (wt%) CaO from curve fitting
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281
Figure A. 15: Concentration of CaO dissolved in slag with 5 wt% TiO2at 90 rpm and in air at 1500 °C for 1 hour
Table A. 15: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% TiO2 in air at 90 rpm and 1500 °C
SiO2 Al2O3 TiO2 MgO CaO
0 7.81 40.1 4.99 < DL 47.4 47.39
1.5 7.64 39.9 5.03 0.08 48.1 48.14
3 7.60 39.6 4.90 0.08 48.5 48.48
4.5 7.51 39.0 4.84 0.08 49.4 48.70
6 7.39 38.3 4.69 0.14 49.0 48.86
7.5 7.48 38.7 4.80 0.10 49.3 48.99
9 7.45 39.0 4.79 0.09 49.0 49.11
10.5 7.36 38.4 4.74 0.16 49.6 49.21
20 7.36 38.1 4.70 0.16 50.0 49.73
30 7.34 38.4 4.72 0.14 49.8 50.26
40 7.30 37.7 4.60 0.21 50.4 50.77
50 7.14 36.7 4.51 0.24 51.2 51.19
60 7.14 36.7 4.51 0.26 51.7 51.68
Reactiontime (min)
XRF analysis of bulk slag (wt%) CaO from curve fitting
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282
Figure A. 16: Concentration of CaO dissolved in slag with 5 wt% TiO2 at 90 rpm and in air at 1550 °C for 1 hour
Table A. 16: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% TiO2 in air at 90 rpm and 1550 °C
SiO2 Al2O3 TiO2 MgO CaO
0.0 7.81 40.2 4.97 0.02 47.7 47.941.5 7.68 39.8 4.92 0.06 48.4 48.23
3.0 7.65 39.5 4.89 0.07 48.7 48.504.5 7.57 39.2 4.83 0.03 48.5 48.74
6.0 7.55 39.1 4.88 0.08 48.7 48.977.5 7.52 39.1 4.80 0.12 49.2 49.18
9.0 7.47 38.9 4.82 0.13 49.3 49.3710.5 7.45 38.6 4.74 0.09 49.5 49.55
20.0 7.32 37.8 4.64 0.17 50.3 50.4130.0 7.27 37.4 4.64 0.20 51.2 51.10
40.0 7.13 36.9 4.57 0.21 51.6 51.57
50.0 7.11 36.5 4.46 0.26 51.9 51.8760.0 7.04 36.1 4.43 0.29 52.1 52.14
Reactiontime (min)
XRF analysis of bulk slag (wt%) CaO from curve fitting
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283
Figure A. 17: Concentration of CaO dissolved in slag with 5 wt% TiO2 at 90 rpm and in air at 1570°C for 1 hour
Table A. 17: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% TiO2 in air at 90 rpm and 1570°C
SiO2 Al2O3 TiO2 MgO CaO
0 7.80 40.4 4.93 0.06 47.4 47.52
2 7.58 39.4 4.86 0.10 48.6 48.33
4 7.60 39.4 4.92 0.06 48.6 48.92
6 7.45 38.7 4.76 0.12 49.3 49.37
8 7.47 38.8 4.80 0.12 49.3 49.73
10 7.43 38.5 4.77 0.13 49.9 50.04
20 7.39 38.3 4.69 0.16 50.0 51.08
30 7.20 37.1 4.58 0.23 51.7 51.77
40 7.05 36.1 4.47 0.26 52.6 52.34
50 6.93 35.7 4.36 0.34 52.8 52.83
60 6.82 35.1 4.26 0.41 53.2 53.29
Reactiontime (min)
XRF analysis of bulk slag (wt%) CaO from curve fitting
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284
A.5 Effect of ilmenite addition on dissolution of CaO in calcium auminosilicate slag at various temperatures
The effect of 5 wt% addition of ilmenite on the variation of concentration of lime
in the slag versus time is presented in this section. The experimental data
analysed by XRF along with the fitted curve are presented in Figure A. 18 to
Figure A. 21 and Table A. 18 to Table A. 21. There is an error of ±0.2 – 0.3 wt%
(absolute) from the XRF analysis.
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Figure A. 18: Concentration of CaO dissolved in slag with 5 wt% ilmenite at 90 rpm and in air at 1500 °C
Table A. 18: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% ilmenite in air at 90 rpm and 1500 °C
XRF analysis of bulk slag (wt%)Reactiontime (min) SiO2 Al2O3 Fe2O3 TiO2 MgO CaO
CaO from curve fitting
0 8.01 40.0 2.16 2.82 < DL 47.3 47.29
1.333 7.82 40.0 2.13 2.81 0.04 47.3 47.48
2.666 7.74 40.1 2.13 2.80 0.05 47.6 47.67
3.999 7.75 39.8 2.12 2.79 0.07 47.9 47.86
5.332 7.72 39.8 2.10 2.77 0.08 48.1 48.05
6.665 7.65 39.4 2.09 2.75 0.08 48.0 48.24
7.998 7.67 39.6 2.10 2.76 0.09 48.4 48.43
9.331 7.58 39.1 2.07 2.73 0.12 48.9 48.62
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286
Figure A. 19: Concentration of CaO dissolved in slag with 5 wt% ilmenite at 90 rpm and in air at 1550 °C
Table A. 19: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% ilmenite in air at 90 rpm and 1550 °C
XRF analysis of bulk slag (wt%)Reactiontime (min) SiO2 Al2O3 Fe2O3 TiO2 MgO CaO
CaO from curve fitting
0 7.94 39.85 2.13 2.82 0.04 47.3 47.18
1.333 7.73 39.84 2.12 2.81 0.04 47.5 47.83
2.666 7.66 39.31 2.09 2.77 0.08 48.2 48.24
3.999 7.56 38.81 2.07 2.73 0.13 48.9 48.52
5.332 7.61 39.27 2.09 2.76 0.09 48.4 48.73
6.665 7.58 39.00 2.08 2.74 0.1 48.6 48.89
7.998 7.56 38.80 2.07 2.75 0.12 49.0 49.02
9.331 7.57 39.04 2.08 2.75 0.12 48.9 49.12
10.664 7.55 38.81 2.08 2.74 0.1 49.1 49.20
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287
Figure A. 20:Concentration of CaO dissolved in slag with 5 wt% ilmenite at 90 rpm and in air at 1570°C
Table A. 20: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% ilmenite in air at 90 rpm and 1570°C
XRF analysis of bulk slag (wt%)Reactiontime (min) SiO2 Al2O3 Fe2O3 TiO2 MgO CaO
CaO from curve fitting
0 7.95 40.0 2.22 2.81 0.04 47.3 47.29
1.333 7.84 40.0 2.15 2.81 0.04 47.7 47.74
2.666 7.73 39.9 2.12 2.80 0.06 48.2 48.15
3.999 7.68 39.6 2.11 2.78 0.08 48.5 48.52
5.332 7.60 39.1 2.08 2.77 0.10 48.8 48.85
6.665 7.58 38.9 2.07 2.75 0.13 49.2 49.15
7.998 7.47 38.4 2.05 2.72 0.15 49.8 49.40
9.331 7.63 39.0 2.08 2.75 0.13 49.2 49.62
10.664 7.47 38.3 2.04 2.70 0.16 49.8 49.80
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288
Figure A. 21: Concentration of CaO dissolved in slag with 5 wt% ilmenite at 90 rpm and in air at 1600 °C
Table A. 21: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% ilmenite in air at 90 rpm and 1600 °C
XRF analysis of bulk slag (wt%)Reactiontime (min) SiO2 Al2O3 Fe2O3 TiO2 MgO CaO
CaO from curve fitting
0 7.87 40.1 2.14 2.83 0.05 47.4 47.40
1.333 7.74 39.4 2.14 2.77 0.12 48.3 48.11
2.666 7.68 39.4 2.12 2.76 0.10 48.7 48.59
3.999 7.65 39.2 2.09 2.75 0.11 48.9 48.99
5.332 7.60 38.8 2.07 2.74 0.14 49.0 49.33
6.665 7.54 38.7 2.07 2.72 0.14 49.6 49.62
7.998 7.55 38.6 2.07 2.72 0.15 49.7 49.87
9.331 7.44 38.2 2.04 2.69 0.18 50.0 50.09
10.664 7.35 37.8 2.02 2.66 0.21 50.5 50.28
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A.6 Effect of Mn3O4 addition on dissolution of CaO in calcium aluminosilicate slag at various temperatures
The effect of 5 wt% addition of Mn3O4 on the variation of concentration of lime
in the slag versus time is presented in this section. The experimental data
analysed by XRF along with the fitted curve are presented in Figure A. 22 to
Figure A. 25 and Table A. 22 to Table A. 26. There is an error of ±0.2 – 0.3 wt%
(absolute) from the XRF analysis.
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Figure A. 22: Concentration of CaO dissolved in slag with 5 wt% Mn3O4 at 90 rpm and in air at 1430°C
Table A. 22: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% Mn3O4 in air at 90 rpm and 1430°C
SiO2 Al2O3 MgO Mn3O4 CaO
0.0 7.76 40.4 0.05 4.76 47.6 47.661.3 7.65 39.8 0.06 4.81 47.7 47.83
2.7 7.70 40.0 0.08 4.82 48.1 48.004.0 7.60 39.6 0.10 4.77 48.4 48.185.3 7.56 39.4 0.10 4.74 48.4 48.35
6.7 7.57 39.3 0.10 4.73 48.5 48.538.0 7.60 38.5 0.1 4.65 48.4 48.70
9.3 7.52 39.0 0.14 4.70 49.1 48.8810.7 7.46 38.7 0.16 4.64 49.0 49.05
Reactiontime (min)
XRF analysis of bulk slag (wt%) CaO from curve fitting
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Figure A. 23: Concentration of CaO dissolved in slag with 5 wt% Mn3O4 at 90 rpm and in air at 1500 °C
Table A. 23: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% Mn3O4 in air at 90 rpm and 1500 °C
SiO2 Al2O3 MgO Mn3O4 CaO
0.0 7.91 40.1 0.100 4.46 47.4 47.481.3 7.70 40.0 0.080 4.57 47.9 47.67
2.7 7.68 40.0 0.070 4.57 47.9 47.864.0 7.67 40.1 0.080 4.59 48.3 48.05
5.3 7.62 39.9 0.080 4.54 48.1 48.246.7 7.67 39.9 0.080 4.54 48.3 48.43
8.0 7.65 40.1 0.090 4.57 48.5 48.61
9.3 7.61 39.7 0.110 4.53 48.8 48.8010.7 7.50 39.1 0.130 4.44 49.2 48.99
Reactiontime (min)
XRF analysis of bulk slag (wt%) CaO from curve fitting
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Figure A. 24: Concentration of CaO dissolved in slag with 5 wt% Mn3O4 at 90 rpm and in air at 1550 °C
Table A. 24: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% Mn3O4 in air at 90 rpm and 1550 °C
SiO2 Al2O3 MgO Mn3O4 CaO
0.0 7.84 40.3 0.05 4.60 47.6 47.581.3 7.72 40.2 0.07 4.59 47.9 47.96
2.7 7.73 40.1 0.08 4.57 48.3 48.284.0 7.59 39.6 0.10 4.52 48.7 48.565.3 7.58 39.7 0.11 4.51 48.7 48.79
6.7 7.58 39.5 0.11 4.52 48.9 49.008.0 7.58 39.4 0.14 4.49 49.3 49.18
9.3 7.52 39.2 0.15 4.46 49.3 49.3410.7 7.52 39.1 0.14 4.45 49.5 49.48
Reactiontime (min)
XRF analysis of bulk slag (wt%) CaO from curve fitting
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Figure A. 25: Concentration of CaO dissolved in slag with 5 wt% Mn3O4at 90 rpm and in air at 1600 °C
Table A. 25: XRF analysis of the bulk slag when lime dissolves in slag with addition of 5 wt% Mn3O4 in air at 90 rpm and 1600 °C
SiO2 Al2O3 MgO Mn3O4 CaO
0.0 7.93 40.3 0.05 4.62 47.6 47.711.3 7.63 39.6 0.10 4.56 48.5 48.35
2.7 7.66 39.8 0.12 4.56 49.0 48.794.0 7.57 38.4 0.14 4.40 48.3 49.115.3 7.59 39.2 0.14 4.47 49.2 49.36
6.7 7.51 38.9 0.13 4.45 49.2 49.568.0 7.53 38.8 0.15 4.44 49.7 49.72
9.3 7.47 38.8 0.17 4.47 49.9 49.8510.7 7.40 38.3 0.20 4.38 50.2 49.96
Reactiontime (min)
XRF analysis of bulk slag (wt%) CaO from curve fitting
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294
A.7 Effect of SiO2 addition on dissolution of CaO in calcium aluminosilicate slag at various temperatures
The effect of 5 wt% addition of SiO 2 on the variation of concentration of lime in
the slag with time is presented in this section. The experimental data analysed by
XRF along with the fitted curve are presented in Figure A. 26 to Figure A. 28
and Table A. 26 to Table A. 28. There is an error of ±0.2 – 0.3 wt% (absolute)
from the XRF analysis.
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Figure A. 26: Concentration of CaO dissolved in slag with additional 5 wt% SiO2 at 90 rpm and in air at 1500 °C for 1 hour
Table A. 26: XRF analysis of the bulk slag when lime dissolves in slag with additional 5 wt% SiO2 in air at 90 rpm and 1500 °C
SiO2 Al2O3 MgO CaO
0 12.8 40.2 < DL 47.4 47.43
2 12.6 39.9 0.03 48.3 47.74
4 12.7 40.1 0.02 48.0 48.00
6 12.6 39.9 0.07 48.4 48.22
8 12.3 38.8 0.12 49.3 48.41
10 12.6 39.6 0.08 48.4 48.58
20 12.3 38.9 0.07 49.8 49.21
30 12.2 38.7 0.14 49.5 49.65
40 12.3 38.8 0.14 49.6 50.00
50 12.2 38.3 0.16 50.4 50.30
60 12.0 37.8 0.19 50.5 50.57
Reactiontime (min)
XRF analysis of bulk slag (wt%) CaO from curve fitting
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Figure A. 27: Concentration of CaO dissolved in slag with additional 5 wt% SiO2 at 90 rpm and in air at 1550 °C for 1 hour
Table A. 27: XRF analysis of the bulk slag when lime dissolves in slag with additional 5 wt% SiO2 in air at 90 rpm and 1550 °C
SiO2 Al2O3 MgO CaO
0 12.9 40.3 < DL 47.7 47.64
2 12.5 39.6 0.04 48.0 48.15
4 12.4 39.3 0.10 48.8 48.48
6 12.3 39.0 0.10 48.7 48.73
8 12.3 38.7 < DL 49.9 48.92
10 12.3 39.0 0.08 49.3 49.08
20 12.4 39.2 0.04 49.4 49.66
30 12.3 38.7 0.12 49.4 50.10
40 12.1 38.4 0.11 50.2 50.50
50 11.9 37.6 0.22 51.0 50.87
60 11.7 36.8 0.25 51.3 51.24
Reactiontime (min)
XRF analysis of bulk slag (wt%) CaO from curve fitting
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Figure A. 28: Concentration of CaO dissolved in slag with additional 5 wt% SiO2 at 90 rpm and in air at 1600 °C for 1 hour
Table A. 28: XRF analysis of the bulk slag when lime dissolves in slag with additional 5 wt% SiO2 in air at 90 rpm and 1600 °C
SiO2 Al2O3 MgO CaO
0 13.1 41.4 0.03 47.4 47.37
1.33 12.6 39.8 < DL 48.0 48.20
2.66 12.5 39.4 0.15 48.9 48.60
4 12.3 39.2 < DL 48.9 48.85
5.33 12.3 39.1 0.11 49.3 49.03
6.66 12.5 39.8 0.07 48.3 49.17
8 12.4 39.3 0.10 49.1 49.29
9.33 12.4 39.0 0.09 48.9 49.39
10.66 12.3 38.7 0.12 49.4 49.48
20 12.4 39.3 0.12 49.4 49.99
30 11.9 37.6 0.20 50.5 50.48
40 11.6 37.0 0.21 51.1 50.93
50 11.5 36.7 0.26 51.2 51.31
Reactiontime (min)
XRF analysis of bulk slag (wt%) CaO from curve fitting
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298
A.8 Effect of Fe2O3 addition on dissolution of MgO in calcium aluminate slag
The effect of 5 and 10 wt% addition of Fe2O3 on the variation of concentration of
magnesia in the slag with time is presented in this section. The experimental data
analysed by XRF along with the fitted curve are presented in Figure A. 29 to
Figure A. 30 and Table A. 29 to Table A. 30. There is an error of ±0.2 – 0.3 wt%
(absolute) from the XRF analysis.
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Figure A. 29: Concentration of MgO dissolved in slag with 5 wt% Fe2O3 at 90 rpm in air at 1430°C for 1 hour
Table A. 29: XRF analysis of the bulk slag when MgO dissolves in slag with addition of 5 wt% Fe2O3 in air at 90 rpm and 1430°C
Al2O3 CaO Fe2O3 MgO
0 48.7 42.0 9.65 0.00
10 47.9 41.8 9.69 1.34
20 47.3 41.5 9.61 1.83
30 47.6 41.4 9.37 2.16
40 46.9 41.5 9.67 2.47
50 47.3 41.4 9.31 2.58
60 47.1 41.4 9.39 2.63
Reaction time (min)
XRF analysis of bulk slag (wt%)
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300
Figure A. 30: Concentration of MgO dissolved in slag with 10 wt% Fe2O3 at 90 rpm in air at 1430°C for 1 hour
Table A. 30: XRF analysis of the bulk slag when MgO dissolves in slag with addition of 10 wt% Fe2O3 in air at 90 rpm and 1430°C
Al2O3 CaO Fe2O3 MgO
0 50.7 40.2 5.43 0.00
10 50.3 39.9 5.14 1.54
20 49.9 39.5 5.26 2.35
30 50.0 39.3 4.96 2.78
40 50.0 39.4 5.06 3.12
50 49.7 39.1 5.02 3.26
60 49.8 38.9 5.00 3.41
Reaction time (min)
XRF analysis of bulk slag (wt%)
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A.9 Effect of (CaF2 + Fe2O3) addition on dissolution of MgO in calcium aluminate slag
The effect of (5 wt%CaF2 + 5 wt% Fe2O3) and (5 wt%CaF2 + 10 wt% Fe2O3)
addition on the variation of concentration of magnesia in the slag with time is
presented in this section. The experimental data analysed by XRF along with the
fitted curve are presented in Figure A. 31 to Figure A. 32 and Table A. 31 to
Table A. 32. There is an error of ±0.2 – 0.3 wt% (absolute) from the XRF
analysis.
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302
Figure A. 31: Concentration of MgO dissolved in slag with addition of 5% CaF2 &5% Fe2O3 at 90 rpm in air at 1430°C for 1 hour
Table A. 31: XRF analysis of the bulk slag when MgO dissolves in slag with addition of 5% CaF2 & 5% Fe2O3 in air at 90 rpm and 1430°C for 1hour
Al2O3 CaO Fe2O3 CaF2 MgO
0 49.0 41.54 5.26 3.57 0.00
10 46.4 38.96 6.17 2.93 4.62
20 46.1 38.84 6.04 2.83 5.15
30 46.1 39.09 6.02 2.68 5.39
40 45.4 38.85 6.07 2.00 5.10
50 45.8 38.64 5.51 2.93 5.30
60 46.5 39.04 5.58 2.90 5.27
Reaction time (min)
XRF analysis of bulk slag (wt%)
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Figure A. 32: Concentration of MgO dissolved in slag with addition of 5% CaF2 &10% Fe2O3 at 90 rpm in air and at 1430°C for 1 hour
Table A. 32: XRF analysis of the bulk slag when MgO dissolves in slag with addition of 5% CaF2 & 10% Fe2O3 in air and at 90 rpm and 1430°C
Al2O3 CaO Fe2O3 CaF2 MgO
0 45.83 38.98 9.92 3.68 0.00
10 44.36 37.70 10.01 3.36 3.20
20 44.05 37.37 9.96 3.39 4.19
30 43.98 37.19 9.66 3.40 4.64
40 43.78 37.23 9.60 3.37 4.88
50 43.67 37.23 9.36 3.35 4.89
60 43.72 37.29 9.33 3.25 5.07
Reaction time (min)
XRF analysis of bulk slag (wt%)
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304
Appendix B. Model for estimating the slag viscosity
A model developed by Urbain, Cambier, Deletter and Anseau (1981) was used in
the present study for estimation of viscosity of slags. The model uses the Frenkel
equation, as given in Equation (B. 1), where A and B are viscosity parameters, T
is the thermodynamic temperature K, and η is in poise;
)exp(TBAT=η (B. 1)
This model is based on the behaviour of CaO – Al2O3 – SiO2 system and the
parameters A and B are calculated by dividing the slag constituents into three
categories:
Glass formers:
522 OPSiOG XXX +=
Modifiers:
22222223 ZrOTiOMnOFeOCaFOKONaMgOCaOM XXXXXXXXXX ++++++++=
Amphoterics:
323232 OBOFeOAlA XXXX ++=
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305
In the present work, Fe2O3 has been classified as a modifier and in the computer
program for the calculation of viscosity, where 32
5.1 OFex has been added to MX
and deduced from AX . “Normalized” values *GX , *
MX , and *AX are obtained by
dividing the mole fractions, GX , MX , and AX by the term
)5.021(225.12 ZrOTiOFeOCaF XXXX ++++ . Urbain et al. (1981) proposed that the
parameter B was influenced both by the ratio )( **
*
AM
M
XXX+
=α and by *GX . The
parameter B can be expressed in the form of Equation (B. 2), where B1, B2, and
B3 can be obtained by Equation (B. 3).
3*3
2*2
*10 )()( GGG XBXBXBBB +++= (B. 2)
2ααα iiii cbB ++= (B. 3)
B0, B1, B2, B3 can be calculated from the equations listed in Table B. 1 and these
parameters are then introduced into Equation (B. 2) to calculate B.
Table B. 1: Equations for B-parameters in Urbain model for viscosity2
0 049.449355.398.13 αα −+=B2
1 9978.1391505.117481.30 αα +−=B2
2 04.3000486.2349429.40 αα −+−=B2
3 1616.2119276.1537619.60 αα +−=B
The parameter A can be calculated from B by Equation (B. 4) and the viscosity of
the slag (in poise) can then be determined using Equation (B. 5).
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306
6725.112693.0 +=− BLnA (B. 4)
⎥⎦
⎤⎢⎣
⎡= )
10exp(
3
TB
ATη (B. 5)
This model has been used to calculate the viscosities of slags with widely
varying compositions and it has been found that it gives values, which agree well
with experimental data. According to Slag Atlas (Eisenhuttenleute (1995)), the
discrepancies between the experimental values and the predicted values are of
the order of 25 – 30%, which are similar to the experimental uncertainties for the
viscosity measurements.
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307
APPENDIX C. Model for estimating the slag density
An additive method for the estimation of densities in alloys and slags has been
widely used for some time. In this method, the molar volume V , can be obtained
from Equations (C. 1) and (C. 2) below, where M , x , and V are the molecular
weight, mole fraction, and the partial molar volume, respectively, and the
subscripts 1, 2, and 3 denote the various oxide constituents of the slag.
...332211
ρxMxMxM
V++
= (C. 1)
...332211 +++= VxVxVxV (C. 2)
Partial molar volume is usually assumed to be equal to the molar volume of the
pure component 0V but it has been pointed out by Lee and Gaskell (1974) and
Grau and Masson (1976) that the density of slag is also related to the structure.
Slags containing SiO 2, Al2O3, and P2O5 consist of chains, rings, and complexes,
which are independent upon the amount and nature of the cations present
according to Slag Atlas (Eisenhuttenleute (1995)). Thus it is necessary to make
the partial molar volumes dependant upon composition for oxides of this type.
According to Mills et al. (1987), the values for 2SiOV have been derived using the
experimental density data for the systems, FeO – SiO2, CaO – SiO2, MnO – SiO2,
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308
Na2O – SiO2, K2O – SiO2, and CaO – FeO – SiO2. From these experimental
values the relation 22 966.755.19 SiOSiO xV += (cm3.mol-1) was derived.
Values for 32OAlV were also determined by Mills et al. (1987), using
experimental density data for the systems; Al2O3 – CaO, Al2O3 – CaF2, Al2O3 –
SiO2, Al2O3 – CaO – MgO, and Al2O3 – MnO – SiO2. The relation
323232245.313231.28 OAlOAlOAl xxV −+= was derived. The recommended values
for V for the various oxides at 1500 ºC by the same authors are given in Table C.
1.
Table C. 1: Recommended values for partial molar volume V ofvarious slag constituents at 1500 ºC
Constituent V , cm3 mol-1Al2O3
3232
245.313231.28 OAlOAl xx −+CaF2 31.3CaO 20.7FeO 15.8
Fe2O3 38.4K2O 51.8MgO 16.1MnO 15.6Na2O 33P2O5 65.7SiO2
2966.755.19 SiOx+
TiO2 24
In order to provide a temperature coefficient, the temperature dependencies of
the molar volumes )/( dTdV of several slag systems were examined by Mills et
al. (1987) and a mean value of 0.01% K-1 was adopted.
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309
The standard deviation of the data predicted by the model compare to the
experimental values( )
exp
exp
ρρρ −est was reported by Mills et al. (1987) to be
between 1 and 2%. The experimental uncertainties associated with density
measurements for slags is about %.32 −±
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310
APPENDIX D. Error analysis
The errors on dissolution studies come from a number of sources, such as
uncertainties in XRF chemical analysis of dissolved solid oxide concentration in
the slag, fitting a linear curve through initial concentration data, slag weight and
the exact geometrical shape of samples in individual experiments.
In the estimation of errors and the way they propagate through calculations, three
general rules have been applied in the present work according to Taylor (1982)
as the followings:
Suppose that x,…, w are measured with uncertainties wx δδ ,..., and the measured
values used to compute is :
)...(... wuzxq ++−++= (D. 1)
If the uncertainties in x, …, w are known to be independent and random, then the
uncertainty in q is the quadratic sum as in Equation (D. 2):
2/12222 ])(...)()(...)[( wuzxq δδδδδ +++++= (D. 2)
If the same variables are measured, used to compute as :
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311
wuzxq
××××=
......
(D. 3)
If the uncertainties in x, …, w are independent and random, then the fractional
uncertainty in q is the sum in quadrature of the original fractional uncertainties
as:
2/12222
......⎥⎥⎦
⎤
⎢⎢⎣
⎡⎟⎠⎞⎜
⎝⎛++⎟
⎠⎞⎜
⎝⎛+⎟
⎠⎞⎜
⎝⎛++⎟
⎠⎞⎜
⎝⎛=
ww
uu
zz
xx
qq δδδδδ
(D. 4)
Also if x is measured with uncertainty of xδ and is used to calculate the power
nxq = (where n is a fixed, known number), then the fractional uncertainty in q
is:
xx
nqq δδ
= (D. 5)
To estimate the uncertainty of diffusivity measurements, the first step is to
estimate the error involved in calculation of initial rate of dissolution, which was
calculated from the slope of linear line fitted through the initial concentration
data, slag weight (w ) and immersed area ( A ) of the solid oxide sample in the
melt as in Equation (D. 6):
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312
10060 ×××=
AwSlopeRate (D. 6)
The error involved is found out on the basis of Equation (D. 7) as:
AA
ww
slopeslope
raterate )()()()( δδδδ ++= (D. 7)
As the rate of dissolution was deduced from the slope of the linear line fitted
through the initial data on the concentration of solid oxides in the slag, a Curve
Fitting Toolbox in MATLAB software was used to perform the curve fitting. The
Curve Fitting Toolbox uses the linear least square method to fit a linear model to
data. The result of the fitting process is an estimate of the coefficients of a first-
degree polynomial mode. As these coefficients determine the slope of the fitted
line, the Toolbox also generates maximum and minimum prediction bounds for
each coefficient, thus the error involved can be calculated. Depending on various
experiments, the average uncertainty for the slope of fitted line slopeslope )(δ was
calculated to be 10%.
The initial interfacial reaction area in the lime/magnesia dissolution experiment
was well defined by the immersed area of solid oxide cylinder in the melt. It is
difficult to estimate the change in the shape and area of the solid oxide surface
during the rotation of lime sample in the melt but based on the observation of
dissolution data, it was concluded that the area of solid oxide sample does not
change radically during the first 10 minutes of reaction in the melt. This error is
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calculated according to calculation of area of disk and cylinder immersed in the
melt as in Equation (D. 8):
rhrA ππ 22 += (D. 8)
Where r is the radius of the disk (cm) and h is the height (cm) of the immersed
sample. The error is found as:
hrrhrrA δπδπδπδ 222 ++= (D. 9)
The change in radius and height of the sample could be found on the basis of the
dissolution rate data. The change in weight of lime sample (dw) in the slag can be
calculated according to the volume change of the sample dv as in Equation (D.
10):
)2( 2dhrrhdrdvdw +×=×= πρρ (D. 10)
It is assumed here that the change in diameter (dr) and height (dh) are
approximately the same and it is called characteristic length, therefore when the
left side of the equation is divided by )2( 2rrh +π , it would be equivalent to the
rate of dissolution. As the average rate of dissolution is 4102 −× g/cm2.s for
various experiments, this value is divided by the density of slag (about 3 g/cm3)
to find out the changes of the characteristic length, which was calculated to be
5106 −× cm/s. By considering the changes of this length during 5 minutes of
rotation, the radius change dr is about 2102 −× cm. In the estimation of the error
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314
involved in the hight of the immersed sample, it is also assumed that while the
sample is rotating, the melt could wet the sample within 1.0± cm of the assumed
height of immersion. This value is added to the characteristics length and results
in 0.12 cm error in the estimation immersion height dh . By inserting these
values into Equation (D. 9) and dividing it by total area of the sample, the error
from the calculation of immersed area in the melt is around 7 %.
The uncertainty of estimated slag weight during experiments is limited.
According to the concentration of solid oxide dissolved in the slag, the maximum
amount of lime dissolved in the slag during the first 10 minutes is about 1.2
grams. The mass of slag taken during sampling of the slag during 10 minutes, is
about 2.5 grams (7 times sampling, each 0.3~0.4 grams). The error due to
measurement of slag weight and loss of volatile component of slag at high
temperature is also included, where they totally result to 4 % error.
The estimation of error in calculation of rate of dissolution is found by inserting
the errors from the initial slope of dissolution curve, immersed area of the sample
and weight of molten slag into Equation (D. 7). The error is about 15%.
The next step is estimation of error from calculation of mass transfer coefficient.
This parameter was calculated from rate of dissolution, the driving force of the
solid oxide and density as in Equation (D. 11):
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315
ρ×Δ×=
CrateK 100
(D. 11)
The error involved could be found as in Equation (D. 12):
ρδρδδδ +
Δ+=
CC
raterate
KK
(D. 12)
The error from the chemical analysis of the concentration of solid oxide in the
melt is about 0.2 grams. As the driving force between the original solid oxide
concentration is about 5-10%, then CCδ is about 2-4%. It is mentioned in the
literature that the error from the density calculation is about 2-3%. These errors
result in about 22% uncertainty in calculation of mass transfer coefficient.
In the calculation of diffusivity, the mass transfer coefficient calculated in
Equation (D. 11), was inserted in Equation (D. 13) in order to deduce the
diffusivity (D) in the right side of the Equation (D. 13):
Therefore, the error for diffusivity ddδ is calculated according to Equation (D.
14):
3/23/225.03/26/12/1 Re065.02
2621.02
VDhr
hDhr
rK −−−
++
+= ννω (D. 13)
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316
)()(5.15.1
tcoefficientcoefficien
kk
dd δδδ += (D. 14)
Where the coefficient is defined as in Equation (D. 15):
In estimation of error;)()(
tcoefficientcoefficienδ , the random errors resulted from
hrr2+
andhr
h2
2+
are very small, also the rest of components, due to their magnitudes
have very small random errors, therefore the calculation of the error on
diffusivity data mainly depends on the error resulted from the mass transfer
coefficient in Equations (D. 12) and (D. 14). Thus the total error on diffusivity
calculations is about 33%.
Vhr
hhr
rtCoefficien 3/225.06/12/1 Re065.02
2621.02
−−−
++
+= ννω (D. 15)
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Appendix E. Preliminary study of lime dissolution in static slag
Experiments were carried out to study static dissolution of CaO into a CaO – 45
wt% SiO2 – 10 %Al2O3 slag and effect of additives (10 wt%: Fluorspar,
Nepheline Syenite and ilmenite) on the dissolution of lime. The slag was packed
into dense CaO crucibles and heated to 1500 and1600 °C. After reaction period,
the crucible was air cooled and cross-sectioned. The formation of the Ca2SiO4
phase and concentration profiles of various cations across the reaction zone were
examined by Electron Probe Micro Analysis. At 1500 °C, a Ca2SiO4 layer was
found to form at the CaO/slag interface. No such layer was evident at 1600 °C,
however the formation of this layer was verified by conducting the experiments
with the same slag chemistry in platinum capsule. Ilmenite and nepheline syenite
were found to be effective in increasing CaO dissolution.
E.2 Experimental
Static dissolution of CaO into slag was studied by holding slag in a dense lime
crucible, varying holding reaction time, temperature and slag chemistry.
E.1.1 Materials
While acknowledging that in industry, the burnt lime is porous (more than 50 %
porosity for soft-burnt lime and about 25 % porosity for hard-burnt), it was
decided to manufacture and use a low porosity of 8.4 % lime to ensure a sharp
lime/slag boundary and consequently better control of experimental conditions,
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under which the lime dissolution included two major processes, the chemical
reaction and CaO mass transfer in the slag phase.
Manufacturing of lime crucibles included the following operations. The
limestone powder with 50-70 microns average particle size was milled with
alumina balls, which resulted in 0.8-1 micron particles that were then calcined to
CaO and pressed in a mould and subsequently fired to provide the necessary
density and strength. This technique allowed a close control of bulk density and
apparent porosity by precisely varying compacting pressure, sintering
temperature, rate of heating and cooling and sintering time.
The experimental slags were prepared in a platinum crucible by melting a
mixture of slag components, quenching the melt and then re-melting to ensure
slags’ homogeneity. The master slag was a three component CaO-SiO2-Al2O3
system with 45 wt% CaO, 45 % SiO 2, and 10 % Al2O3. Flux additions were
made by adding 10 wt% of the chosen flux to the master slag. The flux
compositions used in the present work are presented in Table E. 1 and Table E. 2.
In the case of the CaF2 addition, subsequent analysis revealed that the CaF2
content of the resultant slag was only 5.7 wt% indicating a loss of fluorine. The
fluorine loss and oxidation of calcium of fluorspar was reported by Shimizu et al.
(1996).
E.1.2 Experimental Procedure
The dissolution of dense lime in molten slag was studied at 1500 and 1600 °C as
a function of time and slag composition. The concentration profiles of different
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elements in the lime/slag interface were quantitatively measured by EPMA
mapping.
The CaO crucible was filled with slag and charged to the muffle furnace. A
sample was heated slowly at 100°C/hr up to 1250°C which is below the melting
point of slag studied in this work, in order to minimize the risk of thermal shock
in the crucible and then heated quickly at 600°C/hr up to 1500 or 1600 °C.
Reaction time was counted from the moment of reaching to 1500 or 1600 °C.
After the required reaction time, the crucible and slag were taken out of the
furnace and quickly quenched in air. The crucible was cut by a diamond saw
parallel to bottom of the crucible. The slice of the crucible with its contents was
mounted in resin.
Samples must be provided with a flat and well-polished surface, finished to (0-1)
micrometers for electron probe microanalysis (EPMA). Therefore, they were
polished initially with the Struers waterproof silicon carbide paper at consecutive
grits sizes of 320, 800 and 1200 μ using a Struers Labopol-5 grinding machine at
300 rpm. Since samples are very sensitive to moisture, Shell Macron oil was
used as the lubricating fluid. Diamond polishing of the specimen was done
initially with a Chemo-textile Cloth (Leco-PAN-W) using polycrystalline
diamond paste of 3 microns. The final mirror finish was obtained by using a Silk
type cloth (Kemet-MSF) with 1 micron polycrystalline diamond paste. A LECO
G25 Rotary Polisher was used for the final stage of polishing.
A CAMECA SX50 EPMA was used in quantitative analysis of the samples. It is
a fully automated instrument employing four wavelength dispersive
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spectrometers in order to analyse various elements. These elements were
analysed with the TAP, PCO and PET crystals. All samples were examined using
an accelerating vo ltage of 15KV, a beam current of 20nA and a beam size of 1
micron. The instrument was operated with SAMx application software. X-ray
intensity distributions were acquired for the main constituents to produce
elemental analysis across the area of interest. A MATLAB script program was
developed to process the X-ray intensity distribution data. A JOEL 840 Scanning
Electron Microscope was used to obtain the backscattered electron images of
various phases in the samples operated at 20 KV.
Line scan analyses were carried out from the CaO region in the crucible into the
slag region. The step size for stage movement was 6 microns. Point analysis was
performed for each distinct phase identified using back-scattered electron mode.
The MATLAB program converted the concentration profile of each element in
the matrix to the mole percentage of various oxides and determined the phase
locations in the ternary phase diagram. The phase diagrams at different
temperatures were obtained from FactSage package developed by Bale et al.
(2003).
The elemental distribution in the slag adjacent to the slag/crucible layer was
mapped by 2-micron step size stage movement in an area of 512 by 512 microns
size and at a 256 by 256 image resolution. A MATLAB program was also
developed to analyse the results from mapping. This program incorporates a
Graphics User Interface media, which changes the concentration intensity of the
maps to the intensity images in order to illustrate the mole percentage of various
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phases. The program also enabled the recognition of Ca2SiO4 and Ca3SiO5 phases
in the mapped area.
E.3 Experimental Results and Discussion
Electron Micrographs at 1500 °C (Figure E. 1) show formation of Ca2SiO4 layer,
which was also observed by Matsushima et al. (1977). However at 1600 °C
(Figure E. 2), no discrete layer of Ca2SiO4 was found. The appearance of
crystallites indicates that they were not present in the liquid phase but formed in
the process of crystallization. The Ca2SiO4 phase, identified by MATLAB
program on the basis of the EPMA analysis is shown in Figure E. 3 and Figure E.
4. Although a layer of Ca2SiO4 was not observed at 1600 oC, it does not mean
that it was not formed at this temperature.
Change in the slag chemical and phase composition in process of lime
dissolution at 1500 and 1600 oC is shown in the CaO-SiO2-Al2O3 phase diagrams
in Figure E. 5and Figure E. 6. After achieving 1500 oC (zero time), CaO
concentration in the slag increased from 45 wt% to 48 wt%, while at 1600 oC
(zero time) slag CaO content was 53 wt% and very close to the Ca2SiO4 line. At
1600 °C as reaction time increased to 30 and 60 minutes, change in slag CaO
content was small (54-55 wt%) indicating that dissolution of lime had slowed
dramatically. At this CaO content, the slag is saturated with di-calcium silicate,
however the proportion of the Ca2SiO4 phase is negligible.
At 1500 oC, CaO concentration increased to 52 wt% after 30-min reaction and
further to 54 wt% after 60 min. In the CaO-SiO2-Al2O3 phase diagram, these
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compositions are within the liquid – Ca2SiO4 area (Figure E. 5) reflecting
microscopic observations of the Ca2SiO4 phase. Total content of CaO in the slag
was about the same at 1500 and 1600 °C after dissolution for 30 min (52-54
wt%) and 60 min (53-55 wt%). However, at 1600 °C all slag was presumably
liquid, while at 1500 °C, after reaction with lime crucible for 30 and 60 min, it
consisted of liquid phase and solid di-calcium silicate.
At 1500 °C, the growth rate of di-calcium layer was measured by line scan with
EPMA. The thickness of the layer is shown in Table E. 3. These measurement
shows that at time = 0, the Ca2SiO4 layer has already been formed with a
thickness of 164μm, so from the real time that the layer starts to form, the
dissolution of lime has been hindered. By increasing time to 30 minutes and one
hour, it seems that it is the Ca2SiO4 formed at the lime/slag interface which
dissolves and not the lime itself. Although, the experimental results show a net
growth of Ca2SiO4 layer but formation of layer seems greater than its dissolution.
At 1600 °C, we know that while heating from the melting point to 1600 °C, the
Ca2SiO4 was formed at 1500 °C with a thickness of 164μm. It takes 10 minutes
from 1500 to reach 1600 °C (heating ramp: 600°C/hour). It seems that during
this period of time, the net dissolution and formation of Ca2SiO4 left a layer,
which prevented the complete dissolution of lime. Since no Ca2SiO4 was
observed in the quenched samples, it is postulated that it was lost during
quenching/sample preparation, perhaps as a result of the large volume change
associated with the phase transformation of Ca2SiO4 at 860-780°C. This
behaviour has been observed by other researchers and is referred to as “dusting”.
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The formation of the Ca2SiO4 layer was later verified by reacting a lime piece
and master slag in a platinum capsule and fast quenching in air. The result is
shown in Figure E. 7. It seems that the difference in the rate cooling in two
techniques would affect the stability and recovery of Ca2SiO4 layer.
On the other hand, the presence of the Ca2SiO4 layer in the experiments in the
lime crucibles is indicated by the fact that the amount of lime dissolved in the
slag at 1600 °C was not significantly higher than its corresponding values at
1500 °C and that dissolution stopped substantially at the Ca2SiO4 line at both
temperatures. The rate limiting stage could be diffusion of CaO through the
Ca2SiO4 layer. Future work may be defined to investigate further the formation
of Ca2SiO4 layer at 1500 –1600 °C with confocal scanning laser microscopy.
With the addition of the ilmenite and Nepheline Syenite fluxes to the slag, CaO
content of slag increased more rapidly with time (Table E. 4). Again no Ca2SiO4
layer was recovered in the experiments.
E.4 Key findings
The dissolution of dense lime in molten CaO-SiO2-Al2O3 slags was studied at
temperatures of 1500 and 1600 °C by reaction of slags with a static lime crucible.
The effects of different fluxing agents and time of reaction were investigated.
Ilmenite was the most effective flux and nepheline syenite was comparable to
fluorspar, increasing the lime dissolution. At 1500 °C a di-calcium silicate layer
was formed between the slag and CaO crucible and the growth rate was
measured. However at 1600 °C no di-calcium silicate layer was onberved. As the
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formation of Ca2SiO4 layer was verified by a different experimental technique, it
would appear that at both temperatures rate of CaO dissolution is limited by the
formation of a Ca2SiO4 layer.
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Figure E. 1: SEM of base slag at 1500 °C for time=0 with 1000 magnification.
Figure E. 2: SEM of base slag at 1600 °C for time=0 with 1000 magnification.
Phase: Ca2SiO4
50 100 150 200 250
50
100
150
200
250
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
phase: Ca2SiO4
50 100 150 200 250
50
100
150
200
250
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
Figure E. 3: Identified Ca2SiO4phase by MATLAB program for base slag at 1500 °C for time=0 in a 512 by 512 microns area and 256 by 256 image resolution.
Figure E. 4: Identified Ca2SiO4phase by MATLAB program for base slag at 1600 °C for time=0 in a 512 by 512 microns area and 256 by 256 image resolution.
CaO
C2S
C2S
Slag
Slag
CaO
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Figure E. 5: The composition of bulk slag at various reaction times in phase diagram for basic slag at 1500 °C
C2S: Ca2SiO4, C3S: Ca3SiO5, CA: Ca2Al2SiO7, C: CaO, L: Liquid Slag
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Figure E. 6: The composition of bulk slag at various reaction times in phase diagram for basic slag at 1600 °C
C2S: Ca2SiO4, C3S: Ca3SiO5, C: CaO, L: Liquid Slag
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Figure E. 7: Formation of Ca2SiO4 layer on reaction of lime with master slag at 1600 ºC in the platinum capsule
CaO
Ca2SiO4
Slag
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Table E. 1: Chemical compositions of Nepheline Syenite
Oxides Wt%
SiO2 59.30
Al2O3 19.28
Fe2O3 2.25
CaO 0.91
MgO 0.09
Na2O 8.33
K2O 5.32
FeO 2.27
Table E. 2: Chemical compositions of ilmenite
Oxides Wt%
TiO2 55.3
Fe2O3 24.1
FeO 16
Al2O3 0.58
SiO2 0.93
MnO 1.48
P2O5 0.03
Cr2O3 0.045
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Table E. 3: Growth of Ca2siO4 layer at 1500 °C
Temperature time = 0 time = 30 min. time =1 hr.1500 °C 164 μm 192 μm 321 μm
Table E. 4: Mass (grams) of CaO dissolved in the slags (per 100 grams of slag) at 1600 °C
Slags T=0 T=30 minutes T=1 hour
Master slag 17 19.5 19.9
Slag + CaF2 15 16 20
Slag + N.S 18.7 23.3 26.3
Slag + ilmenite 29.4 30.8 30