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首页> 外文期刊>Natural hazards and earth system sciences >A comparison of a two-dimensional depth-averaged flow model and a three-dimensional RANS model for predicting tsunami inundation and fluid forces
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A comparison of a two-dimensional depth-averaged flow model and a three-dimensional RANS model for predicting tsunami inundation and fluid forces

机译:二维深度平均流量模型的比较和预测海啸淹没和流体力的三维RAN模型

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摘要

The numerical modeling of tsunami inundation that incorporates the built environment of coastal communities is challenging for both 2-D and 3-D depth-integrated models, not only in modeling the flow but also in predicting forces on coastal structures. For depth-integrated 2-D models, inundation and flooding in this region can be very complex with variation in the vertical direction caused by wave breaking on shore and interactions with the built environment, and the model may not be able to produce enough detail. For 3-D models, a very fine mesh is required to properly capture the physics, dramatically increasing the computational cost and rendering impractical the modeling of some problems. In this paper, comparisons are made between Geo-Claw, a depth-integrated 2-D model based on the nonlinear shallow-water equations (NSWEs), and OpenFOAM, a 3-D model based on Reynolds-averaged Navier-Stokes (RANS) equation for tsunami inundation modeling. The two models were first validated against existing experimental data of a bore impinging onto a single square column. Then they were used to simulate tsunami inundation of a physical model of Seaside, Oregon. The resulting flow parameters from the models are compared and discussed, and these results are used to extrapolate tsunami-induced force predictions. It was found that the 2-D model did not accurately capture the important details of the flow near initial impact due to the transiency and large vertical variation of the flow. Tuning the drag coefficient of the 2-D model worked well to predict tsunami forces on structures in simple cases, but this approach was not always reliable in complicated cases. The 3-D model was able to capture transient characteristic of the flow, but at a much higher computational cost; it was found this cost can be alleviated by subdividing the region into reasonably sized subdomains without loss of accuracy in critical regions.
机译:Tsunami淹没的数值建模,包括沿海社区的建造环境对二维和三维深度集成模型有挑战性,不仅在模拟流动方面也是在沿海结构上预测的力量。对于深度集成的二维模型,在该区域中的淹没和洪水可能非常复杂,在岸上沿着岸上突破和与内置环境的相互作用引起的垂直方向的变化,并且模型可能无法产生足够的细节。对于3-D模型,需要一个非常细的网格来正确捕获物理学,从而大大提高计算成本和渲染不切实际的一些问题的建模。在本文中,基于非线性浅水方程(NSWES)的Geo-Claw,深度集成的二级模型和OpenFoam,基于Reynolds平均的Navier-Stokes(Rans )海啸淹没建模方程。首先验证两种模型,验证撞击到单个方柱上的钻孔的现有实验数据。然后它们用于模拟海滨物理模型的海啸淹没。比较和讨论来自模型的所得流量参数,并且这些结果用于推断出海啸诱导的力预测。发现,由于流量的不变化和大的垂直变化,2-D模型没有准确地捕获近初始冲击的流动的重要细节。调整二维模型的拖动系数工作很好,以预测在简单情况下的结构上的海啸力量,但这种方法在复杂的情况下并不总是可靠的。 3-D模型能够捕获流量的瞬态特性,但以更高的计算成本;发现这种成本可以通过将区域细分为合理大小的子地域来缓解,而不会在关键区域中的准确性损失。

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