不同暴力程度水流的各种 SPH 模型体积守恒性比较研究

IF 4.2 2区 工程技术 Q1 ENGINEERING, CIVIL
M.Z. Wang , Y. Pan , X.K. Shi , J.L. Wu , P.N. Sun
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引用次数: 0

摘要

弱可压缩平滑粒子流体力学(WCSPH)模型在模拟自由表面流动方面具有明显的优势。在快速发展的 WCSPH 领域中,基于人工粘性项的经典 WCSPH 模型及其衍生模型在连续性方程中引入了数值扩散项,包括 δ-SPH、δ-SPHC、δ-SPHC+、δ-LES-SPH 和 δ-SPHF 模型。研究发现,数值扩散项会改变自由表面区域的粒子分布,导致反映体积守恒的平均水位发生变化,这可能会导致某些模拟不准确。本研究通过一系列涉及静水、立波和溃坝情况的数值试验,评估了上述 WCSPH 模型在长时间模拟不同程度的水流暴力演化的准静水状态下的水流体积守恒性。在静水和驻波情况下,不同类型的 WCSPH 模型的性能总体上保持一致。经典 WCSPH 模型和 δ-LES-SPH 模型的体积变化极小,平均水位几乎没有下降。δ-SPH、δ-SPHC、δ-SPHC + 模型的平均水位下降到 SPH 颗粒直径(Δx)的 0.2 倍左右,表明体积守恒性良好。相反,δ-SPHF 模型的平均水位在 t = 2000s 时一直呈线性下降,超过 1 Δx,导致体积明显减小。在溃坝情况下,不同模型模拟的平均水位大多略有上升,与相应模型在静水和驻波情况下观测到的水位下降相近。只有 δ-SPHF 模型继续呈现持续下降的趋势。总之,考虑到体积守恒,δ-LES-SPH 模型的性能最好(不包括经典 WCSPH 模型,因为它不能模拟剧烈流动),其次是 δ-SPHC、δ-SPHC+、δ-SPH 和 δ-SPHF 模型。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Comparative study on volume conservation among various SPH models for flows of different levels of violence

The weakly-compressible smoothed particle hydrodynamics (WCSPH) models offer distinct advantages in simulating free-surface flow. Within the rapidly evolving WCSPH field, Classical WCSPH model, based on the artificial viscous term, and its derived models, which additionally introduce numerical diffusive terms into the continuity equations - including the δ-SPH, δ-SPHC, δ-SPHC+, δ-LES-SPH, and δ-SPHF models have gained prominence recently. The numerical diffusive term is found to alter the particle distributions in the free-surface region, leading to a change in the mean water level that reflects the volume conservation, which might result in inaccuracies in some simulations. This study evaluates the volume conservations of the aforementioned WCSPH models for flows at quasi-hydrostatic states evolved from varying levels of flow violence under prolonged simulations, through a series of numerical tests involving hydrostatic, standing-wave, and dam-break cases. For the hydrostatic and standing-wave cases, the performance of different types of WCSPH models remains consistent overall. The Classical WCSPH and δ-LES-SPH models exhibit minimal changes in volume, with almost no decrease in the mean water level occurring. The δ-SPH, δ-SPHC, δ-SPHC + models demonstrate decreases in the mean water level converging to around 0.2 times the SPH particle diameter (Δx), indicating favorable volume conservation. Conversely, the δ-SPHF model consistently exhibits a decrease in the mean water level exceeding 1 Δx at t = 2000s in a linear fashion, resulting in a noticeable reduction in volume. Under the dam-break case, most of the mean water levels simulated by different models experience a small increase, which is close to the decrease observed under the hydrostatic and standing-wave cases with corresponding models. Only the δ-SPHF model continues to show a continuous decreasing tendency. In summary, considering volume conservation, the δ-LES-SPH model demonstrates the best performance (excluding the Classical WCSPH model as it cannot simulate violent flow), followed by the δ-SPHC, δ-SPHC+, δ-SPH and δ-SPHF models.

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来源期刊
Coastal Engineering
Coastal Engineering 工程技术-工程:大洋
CiteScore
9.20
自引率
13.60%
发文量
0
审稿时长
3.5 months
期刊介绍: Coastal Engineering is an international medium for coastal engineers and scientists. Combining practical applications with modern technological and scientific approaches, such as mathematical and numerical modelling, laboratory and field observations and experiments, it publishes fundamental studies as well as case studies on the following aspects of coastal, harbour and offshore engineering: waves, currents and sediment transport; coastal, estuarine and offshore morphology; technical and functional design of coastal and harbour structures; morphological and environmental impact of coastal, harbour and offshore structures.
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