期刊文献+

三角形网格下求解二维浅水方程的和谐Godunov格式 被引量:40

Well-balanced Godunov-type scheme for 2D shallow water flow with triangle mesh
下载PDF
导出
摘要 为保证计算格式的和谐性,通过特殊的底坡源项处理技术,在三角形网格上建立了求解二维浅水流动方程的具有空间二阶精度的Godunov格式。应用准确Riemann解求解法向数值通量,用改正的干底Riemann解处理动边界问题。经典型算例和钱塘江河口涌潮计算验证,表明模型健全,分辨率高,具有较大的推广应用价值。 In order to establish a special well-balanced scheme technique for dealing with source term due to bottom topography constructed, this paper develops a well-balanced Godunov-type scheme of the second-order accuracy for 2D shallow water flow with triangle mesh. The numerical flux of the interface between cells are computed by the exact Riemann solver, and the improved dry Riemann solver is used to deal with wet/dry problem. The model is verified to compute some typical examples and the tidal bore on the Qiantang river. The results show that the scheme is robust and accurate, and worthy to be brought into wide use.
作者 潘存鸿
出处 《水科学进展》 EI CAS CSCD 北大核心 2007年第2期204-209,共6页 Advances in Water Science
基金 国家自然科学基金资助项目(40106010) 浙江省自然科学基金资助项目(M403054)~~
关键词 二维浅水方程 三角形网格 Godunov格式 底坡源项 Riemann解 2D shallow water equations triangle mesh Godunov-type scheme source term due to bottom topography Riemann solver
  • 相关文献

参考文献19

  • 1胡四一,谭维炎.无结构网格上二维浅水流动的数值模拟[J].水科学进展,1995,6(1):1-9. 被引量:56
  • 2谭维炎.计算流体力学-有限体积法的应用[M].北京:清华大学出版社,1998.
  • 3褚克坚,华祖林,王惠民.二维浅水水流的一种新型三角形网格FVM计算格式[J].河海大学学报(自然科学版),2003,31(4):370-373. 被引量:2
  • 4徐昆,潘存鸿.求解非平底一维浅水方程的KFVS格式[J].水动力学研究与进展(A辑),2002,17(2):140-147. 被引量:17
  • 5谭维炎,胡四一.浅水流动计算中—阶有限体积法Osher格式的实现[J].水科学进展,1994,5(4):262-270. 被引量:24
  • 6Bermudez A, Elena Vazquez M. Upwind methods for hyperbolic conservation laws with source terms[J]. Computers & Fluids, 1994, 23(8):1049- 1071.
  • 7LeVeque R J. Balancing source terms and flux gradient in high-resolution Godunov methods: the quasi - steady wave propagation algorithm[J].Journal of Computational Physics, 1998, 148:346 - 365.
  • 8Bermudez A, Dervieux A, Desideri J, et al, Upwind schemes for two-dimensional shallow-water equations with variable using unstructured meshes[J], Comput Methods Appl Mech Eng, 1998, 155: 49- 72.
  • 9Vazquez-Cendon M E. Improved treatment of source terms in upwind schemes for shallow-water equation in channels with irregular geometry [J]. Journal of Computational Physics, 1999, 148 : 497 - 526.
  • 10Zhou J G, Causon D M, Mingham C G, et al. The surface gradient method for the treatment of source terms in the shallow-water equations[J]. Journal of Computational Physics, 2001, 168:1 - 25.

二级参考文献47

  • 1谭维炎,胡四一,韩曾萃,潘存鸿,楼越平,毛喜中.钱塘江口涌潮的二维数值模拟[J].水科学进展,1995,6(2):83-93. 被引量:32
  • 2窦希萍,李来.三角形网格生成法在海岸工程潮流数学模型中的应用[J].水利水运科学研究,1995(1):65-69. 被引量:10
  • 3SEBASTIAN W Bauer, KLAUS D Schmidt. Lrregular-grid finite-difference simulation of lake geneva surge [J]. Journal of Hydraulic Engineering, 1983,109(10) : 1285--1296.
  • 4LARS Davidson. A pressure correction method for unstructured meshes with arbitrary control volumes [ J]. International Journal for Numerical Methods in Fluids, 1996,22:265--281.
  • 5ANASTASIOU K, CHAN C T. Solution of the 2D shallow water equations using the finite volume method on unstructured triangular meshes[ J] .International Journal for Numerical Methods in Fluids, 1997,24:1225--1245.
  • 6EF Tom. Riemann solvers and numerial methods for fluid dynamics[M]. Berlin: Springer, 1999.
  • 7Marshall E, Mendez R. Computational aspects of the random choice method for shallow water equations[J]. J Comput Phys, 1981, 39:1 - 21.
  • 8EF Toro. Shock-capturing methods for flee-surface shallow flows[M]. Chichester: John Wiley & Sons, 2001.15- 165.
  • 9Glaister P. Approximate riemann solutions of the shallow water equations[J]. Journal of Hydraulic Research, 1988, 26(3): 293- 306.
  • 10Alcrudo F, Garcia-navarm P, Jose-Maria Saviron. Flux difference splitting for 1D open channel flow equations[J]. Int J Numer Meth Flu0ids,1992, 14: 1009-1018.

共引文献143

同被引文献517

引证文献40

二级引证文献298

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