| ACKNOWLEDGEMENTS | 第1-6页 |
| ABSTRACT | 第6-10页 |
| LIST OF FIGURES | 第10-13页 |
| LIST OF TABLES | 第13-14页 |
| LIST OF SYMBOLS | 第14-16页 |
| CHAPTER 1 INTRODUCTION | 第16-20页 |
| ·General | 第16-17页 |
| ·Background | 第17-18页 |
| ·Influence Factors on Wave Run Up and Overtopping | 第18页 |
| ·Scope of the Present Study | 第18-19页 |
| ·Outline | 第19-20页 |
| CHAPTER 2 LITERATURE REVIEW | 第20-53页 |
| ·Characteristics of Water Waves | 第20页 |
| ·Wave Breaking | 第20-23页 |
| ·Breaking Process | 第20-21页 |
| ·Types of Breakers | 第21页 |
| ·Quantitative Classification of the Breakers | 第21-23页 |
| ·The Effect of Wave on Coastal Structure | 第23页 |
| ·Research of Wave Run up Height on Simple Slope | 第23-33页 |
| ·Regular Wave Run up | 第23-27页 |
| ·Irregular Wave Run up | 第27-33页 |
| ·Research of the Main Influence Factors on Irregular Wave Run Up | 第33-40页 |
| ·Influence of L/H | 第33-34页 |
| ·Influence of Slope (m) | 第34-35页 |
| ·Influence of Roughness on Wave Run up | 第35-36页 |
| ·Influence of Water Depth on Wave Run up | 第36-37页 |
| ·Influence of Incident Wave Angle | 第37-39页 |
| ·Influence of Berm | 第39-40页 |
| ·Research of Wave Overtopping on Simple Slope | 第40-47页 |
| ·Wave Overtopping and General Wave Overtopping Formulas | 第40-42页 |
| ·Mean Overtopping Discharge Formulas for Simply Sloping Seawalls | 第42-45页 |
| ·Mean Overtopping Discharge Formulas for Plain Vertical Walls | 第45-47页 |
| ·Research of the Main Influence Factors on Irregular Wave Overtopping | 第47-53页 |
| ·Influence of Incident Wave Angle on Wave Overtopping | 第47-49页 |
| ·Influence of Surface Roughness | 第49-50页 |
| ·Influence Of Slope Angle | 第50-51页 |
| ·Influence of Breaker Parameter | 第51页 |
| ·Influence of the Relative Crest Height | 第51-52页 |
| ·Influence of Vertical or Very Steep Crest Wall on Slope | 第52-53页 |
| CHAPTER 3 MODEL SET-UP, INSTRUMENTATION AND ANALYSIS OF TEST RESULTS | 第53-78页 |
| ·Objective of the Physical Model Tests | 第53页 |
| ·Model Set up and Instrumentation | 第53-58页 |
| ·Dimensional Analysis | 第58-59页 |
| ·Test Parameters | 第59-61页 |
| ·Wave Spectrum | 第59-61页 |
| ·Testing Procedure | 第61页 |
| ·Experiments for Wave Run up | 第61-69页 |
| ·Influence of Incident Wave Angle on Wave Run up | 第61-68页 |
| ·Influence of Slope on Wave Run up | 第68-69页 |
| ·Experiments for Wave Overtopping | 第69-78页 |
| ·Influence of Incident Wave Angle | 第69-75页 |
| ·Influence of the Relative Crest Height (R_c/H_s) | 第75-76页 |
| ·Influence of the Relative Wave Steepness | 第76-78页 |
| CHAPTER 4 APPROACH ESTIMATION FOR WAVE RUN UP AND OVERTOPPING | 第78-94页 |
| ·Wave Run up Approach | 第78-83页 |
| ·Empirical Equation for Wave Run up | 第78-79页 |
| ·Comparisons for Wave Run up Formulae | 第79-83页 |
| ·Wave Overtopping Approach | 第83-89页 |
| ·Empirical Equation for Wave Overtopping | 第83页 |
| ·Comparison for Wave Overtopping Formulae | 第83-89页 |
| ·Synthesis of Design Formula for Overtopping | 第89-93页 |
| ·Accuracy of Overtopping Discharge Predictions | 第93-94页 |
| CHAPTER 5 CONCLUSIONS AND RECOMMENDATION | 第94-96页 |
| ·Conclusions | 第94-95页 |
| ·Recommendations | 第95-96页 |
| REFERENCES | 第96-100页 |
