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长江口水域波浪数值计算
Numerical simulation of wave propagation in the water area of the Yangtze River estuary
【摘要】 利用高阶非线性抛物型缓坡方程对长江口水域的波浪传播变形作了推算,依据测站的资料分析数值模式中的底摩阻因子和风能输入因子对波浪传播的影响,进而确定其参数。针对不同导堤结构型式,分析了潜堤的波浪传递系数,最后对长江口二期整治工程完成后水域的波浪场作了推算。
【Abstract】 Wave condition in the water area of the Yangtze River estuary is studied in the paper. The factors of the friction of bottom and the input of wind energy are defined by analyzing the information of the measuring stations. The wave transmission of the leading jetties and spur dikes is analyzed. The distribution of wave height in the water area of the Yangtze River estuary is presented.
【关键词】 抛物型缓坡方程;
数值计算;
波浪;
传递系数;
长江口;
【Key words】 parabolic mild-slope equation; numerical simulation; wave; transmission coefficient; the Yangtze River estuary;
【Key words】 parabolic mild-slope equation; numerical simulation; wave; transmission coefficient; the Yangtze River estuary;
- 【文献出处】 海洋工程 ,The Ocean Engineering , 编辑部邮箱 ,2004年03期
- 【分类号】P731
- 【被引频次】13
- 【下载频次】305