arXivDaily arXiv每日学术速递 周一至周五更新
arXiv周末暂无论文更新,休息一下吧,周末愉快~~
arXiv 1701.02577math.NAcs.NA
收藏

一维/二维浅水流动模型的水平耦合方法的 formulation、实现与验证

Formulation, Implementation and Validation of the Horizontal Coupling Method for 1D/2D Shallow Water Flow Models

Centre for Scientific Computing and Warwick Mathematics Institute, University of Warwick(科学计算中心与华威数学研究所,华威大学)

Chinedu Nwaigwe, Andreas Dedner

AI总结:

本文提出一种用于开放渠道水流和洪水模拟的水平耦合方法,通过一维和二维模型的耦合,提高计算效率和准确性,验证了该方法在精度和效率上的良好表现。

摘要:

本文提出了一种用于开放渠道水流和洪水模拟的水平耦合方法,通过一维和二维模型的耦合,提高计算效率和准确性,验证了该方法在精度和效率上的良好表现。

英文摘要:

One dimensional (1D) simulations of the flow and flooding of open channels are known to be inaccurate as the flow is multi-dimensional in nature, especially at the flooded regions. However, multi-dimensional simulations, even in two dimensions (2D), are computationally expensive, hence the problem of efficiently coupling 2D and 1D simulations for the flow and flooding of open channels has been the subject of much research and is investigated in this paper. We adopt a 1D model with coupling term for the channel flow and the 2D shallow water flow model for the floodplain. The 1D model with coupling term is derived by integrating the 3D Free Surface Euler equations but without imposing any restriction on the channel width variations. %leading to a new coupling term. Finite volume methods are formulated for both the 2D and 1D models including a discrete coupling term in closed form. Coupling is achieved through the discrete coupling term in the 1D model and the lateral numerical fluxes in the 2D model. Since the lateral discharge in the channel cannot be guaranteed to be zero during flooding, we aim to recover the lateral variation by computing two lateral discharges over each cross section and propose to use an ad-hoc model based on the $y$-discharge equation in the 2D model for this purpose. We then propose the numerical scheme for this ad-hoc model following the hydrostatic reconstruction philosophy. Then, we show that the resulting method, named Horizontal Coupling Method (HCM), is well-balanced; we introduce the no-numerical flooding property and also show that the method satisfies the property. Three numerical test cases are used to verify the performance of the method. The results show that the method performs well in both accuracy and efficiency and also approximates the channel lateral discharges with very good accuracy and little computational overhead.

机构、总结、中文摘要均由AI分析而来,可能存在错误,请以论文正文为准。

↑