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基于二阶差分法和非结构网格的有限体积法的溃坝模拟
Simulation of dam break wave using 2-D difference and unstructured meshes-based finite volume method
【摘要】 非结构的三角形网格适应于复杂不规则的边界,在此基础上采用有限体积法离散浅水波方程,并结合有限差分法建立了一种新的离散格式,使得界面通量计算达到二阶精度。通过对典型算例的模拟计算,此格式在溃坝计算中能很好地捕捉溃坝波的前进,具有很强的模拟间断的能力,模拟溃坝洪水波间断的形状和位置都能得到很满意结果。
【Abstract】 The unstructured triangular mesh adapts to complex irregular boundary.Based on this,adopting finite volume method to discrete shallow water equation and combining with the finite difference method,this paper has developed a new discrete format that caused the interface flux to achieve second-order precision.Through simulating and calculating typical example,this format can well catch the wave advance of dam-break,has strong ability of simulating gap,and can get satisfactory results in simulating the discontinuous shape and location of flood wave of dam-break.
【Key words】 finite volume method; dam-break; second-order precision; shallow water equation;
- 【文献出处】 水动力学研究与进展A辑 ,Journal of Hydrodynamics(Ser.A) , 编辑部邮箱 ,2007年06期
- 【分类号】TV122.4
- 【被引频次】6
- 【下载频次】427