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The numerical simulation of time dependent flow structures over water worked gravel

机译:水工作砾石时间依赖流动结构的数值模拟

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Our ability to numerically predict the interaction between time dependent fluid flow structures and complex topography has yet to be fully developed. This is largely the result of the problems of designing numerically stable meshes for use with complex topographies and that Reynolds averaged turbulence schemes are typically applied. This paper deals with the numerical simulation of time dependent flows over a water worked gravel. This is achieved by the development of a porosity algorithm for representing complex surface topography in a Cartesian framework and the application of Large Eddy Simulation. The numerical simulations reported in this paper show that there are two distinct scales of boundary influence upon the shallow flow and emphasizes that the measured flow variability at any one point in a natural river will contain both locally derived and upstream inherited flow structures, according to the range of scales of topography present.
机译:我们能够在数值上预测时间依赖性流体流动结构和复杂地形之间的相互作用尚未完全开发。这在很大程度上是设计数字稳定网格的问题,用于与复杂的地形一起使用,并且通常施加雷诺平均湍流方案。本文涉及时间依赖性流量的数值模拟流量在水工作的砾石上流动。这是通过在笛卡尔框架中表示复杂表面形貌的孔隙算法和大涡模拟的应用来实现的。本文报道的数值模拟表明,对浅流有两个不同的边界尺度,并强调自然河流中的任何一个点的测量流动变异性,根据本地衍生的和上游的遗传流动结构。存在的地形规模范围。

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