the effect of the particle size distribution on non-newtonian turbulent ...

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Appendix A Detailed Pipe Test Results TEST: SERM30 SLURRY: Water Kaolin Clay Rock Flour Silica Sand CRITICAL VELOCITY: 2.13 m/s No. Wall Shear Stress Velocity [pa} [m/sJ 1. 79.66 5.15 2. 70.44 4.85 3. 60.32 4.49 4. 53.04 4.22 5. 44.58 3.82 6. 36.25 3.40 7. 26.89 - 2.93 8. 21.44 2.60 9. 12.76 1.94 10. 11.98 1.64 A.76
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THE EFFECT OF THE PARTICLE SIZE DIS
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Preamble DECLARATION Page iii I, Ga
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Preamble ACKNOWLEDGEMENrS Page v I
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Preamble Page vii CHAPTER 1: INTROD
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Preamble 3.8 Experimental Procedure
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Preamble Page xii LIST OF FIGURES P
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Preamble Page xiv 4.5 Optimum repre
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Preamble NOMENCLATURE Svrnbol Descr
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Preamble T shear stress Pa T y yiel
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Chapter I For example: Introduction
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Chapter 1 Introduction Page 1.5 1.3
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CHAPTER 2
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Chapter 2 Literature Review Page 2.
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Chapter 2 Literature Review Viscous
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Chapter 2 Literature Review • ..P
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Chapter 2 Literature Review 2 o Q2
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3.1 INTRODUCTION CHAPTER 3 EXPERIME
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Chapter 3 Experimental Work Page 3.
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Chapter 3 Experimental Work Table 3
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Chapter 4 Results and Analysis Page
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5.1 INTRODUCTION CHAPTERS DISCUSSIO
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Chapter 5 Discussion Page 5.4 Whate
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Chapter 5 Discussion Page 5.6 The n
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Chapter 5 Discussion Page 5.10 Mood
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Chapter 5 Discussion Page 5.14 laye
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Chapter 6 Summary and Conclusions P
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REFERENCES ALVES G E (1949), Flow <
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References Page R.5 METZNER A B (19
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References Page R.8 SPIEGEL M R (19
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APPENDICES
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Appendix A Detailed Pipe Test Resul
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