| 摘要 | 第4-5页 |
| abstract | 第5页 |
| Chapter1 Background and Objectives of Research | 第8-14页 |
| 1.1 Background of the Research | 第8-11页 |
| 1.2 Objectives of the Research | 第11页 |
| 1.3 Research Content and Methodology | 第11-14页 |
| 1.3.1 Research Content | 第11-12页 |
| 1.3.2 Methodology | 第12-14页 |
| Chapter2 Literature Review | 第14-38页 |
| 2.1 Gas-Liquid Flow Patterns and Regimes | 第14-23页 |
| 2.1.1 Two-Phase Flow Patterns in Horizontal Pipes | 第16页 |
| 2.1.2 Two-Phase Flow Pattern in Vertical Pipes | 第16-17页 |
| 2.1.3 Two-Phase Flow Pattern in Inclined Pipes | 第17-18页 |
| 2.1.4 Air-Water Flow Regimes | 第18-19页 |
| 2.1.5 Gas and Liquid Holdup in Pipe | 第19-21页 |
| 2.1.6 Two-Phase Flow Pattern Map | 第21-23页 |
| 2.2 Three-Phase Flow Patterns | 第23-26页 |
| 2.3 Solid Transport Mechanism | 第26-38页 |
| 2.3.1 Factors Affecting Sand Transportation | 第27-30页 |
| 2.3.2 Sand Transport Models in Gas-Liquid Flow System | 第30-32页 |
| 2.3.3 Solid Particle Transport in Vertical Pipes | 第32-34页 |
| 2.3.4 Liquid-Solid Transport in Horizontal Pipes | 第34-36页 |
| 2.3.5 Liquid-Solid Transport in Inclined Pipes | 第36-38页 |
| Chapter3 Experimental Set-Up and Procedures | 第38-50页 |
| 3.1 Introduction | 第38页 |
| 3.2 Sieve Analysis Experiment | 第38-39页 |
| 3.3 Multiphase Flow Simulation Experiment | 第39-44页 |
| 3.3.1 Wellbore Sand-Carrying Experiment Equipment | 第40-43页 |
| 3.3.2 The General Procedures for The Operation of Multiphase Flow Experiments | 第43-44页 |
| 3.4 Effect of Sand Size/Density on The Sand Carrying Capacity | 第44-46页 |
| 3.4.1 Experimental Procedure | 第44页 |
| 3.4.2 Experimental Data | 第44-46页 |
| 3.5 Effect of Pipe Diameter and Sand Size on The Sand Carrying Capacity | 第46-47页 |
| 3.5.1 Experimental Procedure | 第46页 |
| 3.5.2 Experimental Data | 第46-47页 |
| 3.6 Effect of Pipe Inclination on The Sand Carrying Capacity | 第47-50页 |
| 3.6.1 Experimental Procedure | 第47-48页 |
| 3.6.2 Experimental data | 第48-50页 |
| Chapter4 Experimental Data Processing and Analysis | 第50-69页 |
| 4.1 Introduction | 第50页 |
| 4.2 Effect of Gas-Liquid Ratio on Sand Transport Capacity | 第50-62页 |
| 4.2.1 Using40mm Diameter Pipe and Sand of Average610μm | 第50-52页 |
| 4.2.2 Using40mm Diameter Pipe and Sand of Average428μm | 第52-53页 |
| 4.2.3 Using40mm Diameter Pipe and Sand of Average330μm | 第53-54页 |
| 4.2.4 Using40mm Diameter Pipe and Sand of Average240μm | 第54-56页 |
| 4.2.5 Using70mm Diameter Pipe and Sand of Average610μm | 第56-58页 |
| 4.2.6 Using70mm Diameter Pipe and Sand of Average428μm | 第58-59页 |
| 4.2.7 Using70mm Diameter Pipe and Sand of Average330μm | 第59-60页 |
| 4.2.8 Using70mm Diameter Pipe and Sand of Average240μm | 第60-62页 |
| 4.3 Effect of Sand Size on Sand Transport Capacity | 第62-64页 |
| 4.3.1 Using Pipe of Diameter40mm | 第62-63页 |
| 4.3.2 Using Pipe of Diameter70 Mm | 第63-64页 |
| 4.4 Effect of Pipe Diameter on The Sand Transport Capacity | 第64-66页 |
| 4.5 Effect of Pipe Inclination on The Sand Carrying Capacity | 第66-69页 |
| Chapter5 Conclusion and Further Work | 第69-72页 |
| 5.1 Conclusion | 第69-70页 |
| 5.2 Recommendations for Future Work | 第70-72页 |
| Appendices | 第72-79页 |
| Appendix A | 第72-77页 |
| Appendix B | 第77-79页 |
| References | 第79-81页 |
| Acknowledgements | 第81页 |
