the effect of the particle size distribution on non-newtonian turbulent ...
the effect of the particle size distribution on non-newtonian turbulent ... the effect of the particle size distribution on non-newtonian turbulent ...
Appendix A Detailed Pipe Test Results TEST: RFERMIO SLURRY: Water Kaolin Clay Rock Flour CRITICAL VELOCITY: 2.24 rnIs No. IWaIl Shear Stress (pa] I Velocity [rnIs] 1. 78.79 6.17 2. 68.44 5.66 3. 55.61 5.25 4. 47.58 4.77 5. 41.72 4.50 6. 35.36 4.10 7. 28.87 3.71 8. 22.43 3.31 9. 16.33 2.89 10. 14.72 2.69 11. 12.45 2.42 12. 9.17 2.15 13. 5.01 1.49 14. 4.88 1.21 I A.26
- Page 133: Chapter 5 Discussion Page 5.6 The n
- Page 137: Chapter 5 Discussion Page 5.10 Mood
- Page 141 and 142: Chapter 5 Discussion Page 5.14 laye
- Page 146 and 147: Chapter 6 Summary and Conclusions P
- Page 148: REFERENCES ALVES G E (1949), Flow <
- Page 152: References Page R.5 METZNER A B (19
- Page 155 and 156: References Page R.8 SPIEGEL M R (19
- Page 157 and 158: APPENDICES
- Page 159: Appendix A Detailed Pipe Test Resul
- Page 165: Appendix A Detailed Pipe Test Resul
- Page 170: Appendix A Detailed Pipe Test Resul
- Page 174: Appendix A Detailed Pipe Test Resul
- Page 180: Appendix A Detailed Pipe Test Resul
- Page 186: Appendix A Detailed Pipe Test Resul
- Page 192: Appendix A Detailed Pipe Test Resul
- Page 196: Appendix A Detailed Pipe Test Resul
- Page 202: Appendix A Detailed Pipe Test Resul
- Page 206: Appendix A Detailed Pipe Test Resul
- Page 212: Appendix A Detailed Pipe Test Resul
- Page 216: Appendix A Detailed Pipe Test Resul
- Page 222: Appendix A Detailed Pipe Test Resul
- Page 226: Appendix A Detailed Pipe Test Resul
- Page 232: Appendix A Detailed Pipe Test Resul
Appendix A Detailed Pipe Test Results<br />
TEST: RFERMIO<br />
SLURRY: Water<br />
Kaolin Clay<br />
Rock Flour<br />
CRITICAL VELOCITY: 2.24 rnIs<br />
No. IWaIl Shear Stress<br />
(pa] I<br />
Velocity<br />
[rnIs]<br />
1. 78.79 6.17<br />
2. 68.44 5.66<br />
3. 55.61 5.25<br />
4. 47.58 4.77<br />
5. 41.72 4.50<br />
6. 35.36 4.10<br />
7. 28.87 3.71<br />
8. 22.43 3.31<br />
9. 16.33 2.89<br />
10. 14.72 2.69<br />
11. 12.45 2.42<br />
12. 9.17 2.15<br />
13. 5.01 1.49<br />
14. 4.88 1.21<br />
I<br />
A.26