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水力发电学报 ›› 2025, Vol. 44 ›› Issue (5): 84-98.doi: 10.11660/slfdxb.20250508

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非反射开放边界在SWE-SPH模型中的实现

  

  • 出版日期:2025-05-25 发布日期:2025-05-25

Implementation of non-reflective open boundary conditions in SWE-SPH method

  • Online:2025-05-25 Published:2025-05-25

摘要: 使用光滑粒子流体动力学(SPH)求解浅水方程(SWE)在海洋数值模拟领域具有巨大潜力,然而SWE-SPH方法中开放边界还存在许多问题仍未解决。本研究针对现有SWE-SPH模型中开放边界的反射问题,基于Flather的重力波开放边界理论,提出了新的非反射边界处理方法。通过凸起地形定常流动、双开口平底通道海平面扰动和圆柱绕流3个案例,评估了新边界条件的性能,并与原方法中的特征开放边界条件进行对比。结果表明:新边界能有效减少反射,允许扰动向外传播,且易于通过模型开放边界处指定的外部流动条件实现。此外将SWE-SPH模型应用于Okushiri海啸模拟,并与有限体积法结果对比,验证了模型在复杂水深跨临界流动中的适用性和有效性,以模拟更广泛的海洋数值模拟问题。

关键词: 光滑粒子流体动力学(SPH), 浅水方程(SWE), 开放边界, 数值模拟

Abstract: Application of the Smoothed Particle Hydrodynamics (SPH) in solving the Shallow Water Equations (SWE) holds a great potential, particularly in the field of ocean numerical simulations, but the issues of the SWE-SPH method related to open boundaries remain unresolved. This study addresses the problem of reflection at an open boundary in previous SWE-SPH models, and describes a new method for treating non-reflective boundaries based on the Flather condition of gravity wave open boundaries. We evaluate the performance of this new boundary condition using three classical numerical simulation cases-steady flow over a bump, wave propagation of sea level perturbations in a flat-bottom channel with two open ends, and flow around a circular cylinder-and compare it with the conditions in the original method. Results indicate that for an open boundary, the new condition reduces its reflections effectively, allows propagating disturbances to cross it outward, and facilitates implementation of its external flow conditions specified. We have applied the improved SWE-SPH model to simulations of the Okushiri tsunami, and compared the results with those of the finite volume method. This proves it is applicable and effective in handling complicated depth and trans-critical flow simulations, thus expanding the scope of ocean numerical simulations.

Key words: Smoothed Particle Hydrodynamics (SPH), Shallow Water Equations (SWE), open boundary condition, numerical simulation

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