《表6 秦淮河流域沿长江口门设计最高潮位统计表Tab.6 The design tide level of Qinhuai River watershed at the entry point int

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Table 6–The factors and levels of orthogonal design.

表2 逐日退潮潮位<0.6 m的历时-天数关系Tab.2 Relationship between duration and days with daily tide level less than 0.6 m

表1 逐日退潮潮位<0.6 m的小时数Tab.1 Hours of daily tide level less than 0.6 m

表3 7尾鱼活动深度与潮位相关性Tab.3 Correlation between 7 fishes activity depth and tide level

表1 潮位和流速、流向表Tab.1 Tide level, current speed and flow direction

表8 各调度方案情况下秦淮河流域50年一遇设计洪水计算结果Tab.8 The results of design flood calculation for Qinhuai River watershed in return periods