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

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Appendix A Detailed Pipe Test Results TEST: RFMRL20 SLURRY: Water Kaolin Clay Rock Flour CRITICAL VELOCITY: 1.81 rnIs No. I Wall Shear Stress [pa] I Velocity [rnIs] 1. 24.49 2.64 2. 19.49 2.36 3. 16.78 2.17 4. 14.98 2.05 5. 11.40 1.82 6. 10.12 1.52 7. 9.05 1.19 8. 8.63 1.02 9. 7.89 0.82 10. 7.35 0.70 11. 6.65 0.46 12. 5.97 0.35 13. 5.39 0.25 I A.32
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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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Appendix B Conference Paper B.1 CON
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Appendix B Conference Paper IRELAND
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