期刊文献+

椭圆型缓坡方程的微机群集并行数值模拟 被引量:2

Parallel simulation of the elliptic mild slope equation based on PC cluster
下载PDF
导出
摘要 提出了椭圆型缓坡方程的一种并行数值模拟方法,并在微机群集并行系统上进行了数值实现。为了验证方法的精度和效率问题,对两种典型缓坡地形上的波浪传播变形进行了数值模拟。与对应的串型算法得到的结果比较表明,本文的并行数值方法不仅可以提高数值模拟效率,而且可以大大减少单机的存储容量,从而使该系统可以进行更大区域的波浪变形的数值模拟。 A parallel solution method is proposed for the simulation of the elliptic mild slope equation and implemented on a personal computer cluster. To verify the accuracy and efficiency of this method, the distortion of the wave propagation on two typical mild slopes are simulated numerically. The comparison with the calculation result by means of serial solution method shows that the proposed method not only elevates the computational efficiency but also reduces the storage on a single computer making the parallel system can be used to numerically simulate the wave transformation in large area.
出处 《水利学报》 EI CSCD 北大核心 2003年第12期21-26,共6页 Journal of Hydraulic Engineering
基金 国家十五863计划项目(2001AA516010) 国家杰出青年科学基金项目(50125924) 广东省自然科学基金项目(021503)
关键词 椭圆型缓坡方程 并行数值模拟 微机群集系统 水波 elliptic mild slope equation parallel simulation PC cluster water wave
  • 相关文献

参考文献2

二级参考文献2

共引文献5

同被引文献22

  • 1唐军,沈永明,郑永红,邱大洪.结合椭圆型缓坡方程模拟近岸波流场[J].海洋学报,2006,28(1):146-151. 被引量:9
  • 2沈永明,唐军,郑永红,邱大洪.基于抛物型缓坡方程模拟近岸波流场[J].水利学报,2006,37(3):301-307. 被引量:13
  • 3Longuet-Higgins M S,Stewart R W. Radiation stress mass transport in gravity waves, with application to surf beats[J]. Journal of Fluid Mechanics, 1962,13:481 - 504.
  • 4Longuet-Higgins M S. Longshore currents generated by obliquely incident sea waves, 1 [ J ]. Journal of Geophysical Research, 1970,75 : 6778 - 6789.
  • 5Longuet-Higgins M S. Longshore currents generated by obliquely incident sea waves, 2 [J]. Journal of Geophysical Research, 1970,75 : 6790 - 6801.
  • 6Ebersole B A, Dalrymple R A. Numerical modeling of nearshore circulation[ A]. Proceeding of the 17th conference on Coastal Engineering[ C ]. Sydney, Australia: The American Society of Civil Engineers, 1980, 2710 - 2725.
  • 7Dally W R, Dean R G, Dalrymple R A. Wave height verification across beaches of arbitrary profile [ J ]. Journal of geophysical research, 1985,90(C6) : 11917 - 11927.
  • 8Kirby J T. Rational approximations in the parabolic equation method for water waves[ J ]. Coastal Engineering, 1986, 10: 355 - 378.
  • 9Kirby J T. Open lateral boundary condition for application in the parabolic equation method[J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 1986,112 (30) : 460 - 465.
  • 10Birkermeier W A, Dalrymple R A. Nearshore water circulation induced by wind and waves [ J ]. Proceedings of the Symposium on Modeling Technique[ A], ASCE, 1975 : 1062 - 1081.

引证文献2

二级引证文献19

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部