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出 处:《海岸工程》2008年第2期1-8,共8页Coastal Engineering
摘 要:根据青岛大港验潮站的长期实测资料和鳌山湾连续一年的历时潮位资料,利用Pear-sonⅢ型曲线法和同步相关方法分析获得了鳌山湾极值水位及鳌山湾水域的设计水位。在此基础上,计算得到了深水和近岸波要素。所得水文设计参数为鳌山湾的后续开发提供了科学依据。Based on the long-term tidal data at the Dagang tidal station, Qingdao and one-year of hourly tidal level data in the Aoshan Bay, the extreme water levels and design water levels for the Aoshan Bay were obtained by using Pearson Type Ⅲ curve method and simultaneous correlation analysis method, and the deep-water and nearshore wave parameters for the Aoshan Bay were then computed. The computed hydrographic design parameters have provided scientific basis for developing the Aoshan Bay in the future.
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