| 1. | Times and heights of the maximum sea level and the maximum storm surge for york 9915
约克9915影响香港期间所录得的最高潮位及最大风暴潮 |
| 2. | The times and heights of the maximum sea level and maximum storm surge recorded at various tide stations in hong kong
香港各潮汐测量站录得的最高潮位及最大风暴潮；及 |
| 3. | F the times and heights of the maximum sea level and maximum storm surge recorded at various tide stations in hong kong
F香港各潮汐测量站录得的最高潮位及最大风暴潮及 |
| 4. | Times and heights of the maximum sea level and the maximum storm surge recorded at tide stations in hong kong during the passage of sanvu
珊瑚影响香港期间，香港各潮汐站所录得的最高潮位及最大风暴潮 |
| 5. | Times and heights of the maximum sea level and the maximum storm surge recorded at tide stations in hong kong during the passage of damrey
达维影响香港期间，香港各潮汐站所录得的最高潮位及最大风暴潮 |
| 6. | Times and heights of the maximum sea level and the maximum storm surge recorded at tide stations in hong kong during the passage of vicente
韦森特影响香港期间，香港各潮汐站所录得的最高潮位及最大风暴潮 |
| 7. | Times and heights of the maximum sea level and the maximum storm surge recorded at tide stations in hong kong during the passage of damrey
表3 . 3 . 3达维影响香港期间，香港各潮汐站所录得的最高潮位及最大风暴潮 |
| 8. | The statistical characteristics of the sub stage maximum tidal level in bridge reach are analyzed . and found that the maximum tidal level in flood season should correct the inconsistency
论文分析了桥位河段分期最高潮位序列的随机特性，发现需对徐六泾站汛期最高潮位进行修正，通过研究提出了对本河段行之有效的一致性修正方法。 |
| 9. | In the study of quantitative forecast models , composition analysis for three different time series are firstly investigated by statistic test methods . the conclusions are as follows : there is no evident tendency for above three series , and evident periodicity exist only in precipitation series
在定量预测模型研究中，先对三个不同系列进行时间系列的组成分析，结果表明：三个系列均无趋势存在，降水量系列有明显周期存在，但年最高潮位系列无周期。 |
| 10. | The methods to evaluate design tidal elements when the data are incomplete or inconsistent are studied in this paper , taking the tidal reach where suzhou - nantong yangtze river bridge will be constructed for example . and the methods of how to distinguish outlier in different parameter estimation methods are studied
然后以苏通长江公路大桥桥位河段为例，重点探讨了非一致资料条件下分期设计最高潮位计算、不同的参数估计方法下如何判别特大值和不完整资料条件下感潮河段水文设计值的计算方法。 |
