宋利祥, 周建中, 王光谦, 王玉春, 廖力, 谢田. 溃坝水流数值计算的非结构有限体积模型[J]. 水科学进展, 2011, 22(3): 373-381.
引用本文: 宋利祥, 周建中, 王光谦, 王玉春, 廖力, 谢田. 溃坝水流数值计算的非结构有限体积模型[J]. 水科学进展, 2011, 22(3): 373-381.
SONG Li-xiang, ZHOU Jian-zhong, WANG Guang-qian, WANG Yu-chun, LIAO Li, XIE Tian. Unstructured finite volume model for numerical simulation of dam-break flow[J]. Advances in Water Science, 2011, 22(3): 373-381.
Citation: SONG Li-xiang, ZHOU Jian-zhong, WANG Guang-qian, WANG Yu-chun, LIAO Li, XIE Tian. Unstructured finite volume model for numerical simulation of dam-break flow[J]. Advances in Water Science, 2011, 22(3): 373-381.

溃坝水流数值计算的非结构有限体积模型

Unstructured finite volume model for numerical simulation of dam-break flow

  • 摘要: 针对溃坝洪水数值计算面临不规则边界和复杂地形等问题,建立了三角形网格下求解二维浅水方程的高精度Godunov型有限体积模型。空间上,引入变量重构和限制器技术,采用HLLC近似Riemann算子计算数值通量;时间上,采用Hancock预测-校正法。将底高程定义于单元顶点,结合单元水位~体积关系,提高了干湿界面处理能力。采用单元中心型底坡项近似,并通过构造通量修正项,保证了格式的和谐性。分析并采用改进的半隐式格式解决了摩阻项可能引起的刚性问题。算例研究结果表明,模型稳定,和谐性好,具有较好的推广应用价值。

     

    Abstract: A highperformance Godunovtype finite volume scheme is proposed for numerical simulation of dambreak flow over highly irregular terrain with complex geometries.The scheme is used to solve the twodimensional shallow water equations on triangular grids.Using the variable reconstruction and limiter techniques,the numerical flux can be calculated with the HLLC (HartenLaxvan LeerContact) solver.The Hancock predictorcorrector method is adopted for time stepping.The bed elevation is assigned to the vertices of grids,which is beneficial to wet/dry fronts treatments.The flux correction terms combined with the central approximation for the central bed slope source term can preserve a wellbalanced property.The stiff problem due to the friction term is investigated,and a semiimplicit scheme is proposed to treat the issue.Numerical results from test examples show that the new scheme is stable,robust,and wellbalanced,thus having a wide range of application prospects.

     

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