任意曲线边界条件下缓变水深水域波浪传播的数值模拟

张洪生; 洪广文; 丁平兴

任意曲线边界条件下缓变水深水域波浪传播的数值模拟

1.
华东师范大学河口海岸国家重点实验室, 上海, 200062
2.
河海大学港口航道及海岸工程学院, 江苏, 南京, 210024

基金项目: 国家杰出青年基金资助项目(49825161)

计量
- 文章访问数: 744
- HTML全文浏览量: 12
- PDF下载量: 1097
- 被引次数: 0
出版历程
- 收稿日期: 2000-09-28
- 修回日期: 2001-04-12

Numerical simulation of wave propagation in water of slowly varying topography with complicated boundary

1.
State Key Laboratory of Estuarine and Coastal Research, East China Normal University, Shanghai 200062, China
2.
College of Harbor, Waterway and Coastal Engineering, Hohai University, Nanjing 210024, China

摘要

摘要: 缓坡方程被广泛地应用于描述波浪的传播变形计算,目前一般采用矩形网格求解.将计算域剖分为任意四边形网格,以格林公式为基础,在变量沿单元边界线性变化的假定下,对双曲型的波能守恒方程、波数矢无旋性方程进行离散,同时通过等参单元变换推求节点偏导数值以离散椭圆型光程函数方程,从而建立了任意曲线边界条件下缓变水深水域波浪传播的数值模拟模型.将模型应用于平行直线型等深线地形,并将计算域剖分为不规则四边形网格,对不同入射角、底坡、波高等多种组合情况比较了数值解与解析解,结果表明两者一致.应用于复杂边界的实例,数值模拟结果与物模实验值基本吻合.
- 任意四边形 /
- 格林公式 /
- 等参单元 /
- 数值模拟
Abstract: The mild-slope equation is widely applied to the calculation of wave transformation with the computation region being divided into rectangular meshes.While the computation region is divided into irregular quadrilateral, the wave action conservation equation and wave number vector irrotational equation are discretized based on Greenps formula,and the eikonal equation is done with deriving partial differential values by transformation of isoparametric element.There by the numerical simulation model of wave propagation for waters of slowly varying topography is presented.In the case of different incident wave angles,slope angles of bottom and incident wave heights,the systematic numerical simulation has been made for the straight contour condition and the computation region being divided into irregular quadrilateral,and the calculations show that the results of numerical modeling agree with those of the-oretical solution.When the present mathematical model is applied to an example with complicated boundary,the results of numerical solution are basically consistent with those of physical models.
- irregular quadrilateral /
- Green’s formula /
- isoparametric element /
- numerical simulation

HTML全文

参考文献(9)

PANCHANG, V G, PEARCE B R. Combined refraction -diffraction of short-waves in large coastal regions[J]. Coastal Engineering, 1988, 16:245～266.

洪广文,冯卫兵,张洪生海岸河口水域波浪传播数值模拟[J]河海大学学报,1999,27(2):27(2):1～9

章本照流体力学中的有限元方法[M]北京:机械工业出版社,1986 226～235

赵士清.长江口潮流的一种数值模式[J].海洋与湖沼,1985,16(1):18～27

李荣华,冯果枕.偏微分方程数值解法[M].北京:人民教育出版社,1980.144～148.

窦希萍,李来.二维潮流数学模型的四边形等参单元法[J].海洋工程,1995,13(2):47～53

张洪生.非线性波传播的数值模拟[D].南京:河海大学,2000.162～197

BERKHOFF J C W. Computation of combined refraction-diffraction[A]. Proc 13th Conf on Coastal Engineering[C]. Vancouver, Canada:ASCE, 1972.471～490.

HONG Guang-wen. Mathematical models for combined refraction-diffraction of wave on nonuniform current and depth[J].China Ocean Engineering, 1996, 10(4):433～454.

施引文献

资源附件(0)

访问统计