探索boussinesq型方程的保守交错格式:对数值扩散,色散和破波的见解

IF 4.5 2区 工程技术 Q1 ENGINEERING, CIVIL
Fatima-Zahra Mihami , Volker Roeber
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引用次数: 0

摘要

对于boussinesq型模型来说,准确和有效地模拟海岸波的变换,特别是在破波条件下,仍然是一个主要的挑战。为了解决这个问题,我们引入并验证了一种保守交错网格方案来离散一组弱非线性boussinesq型方程。所提出的方法通过确保动量守恒解决方案来提高数值稳定性和改善冲击捕获特性,重新审视了交错有限差分策略。通过一系列涉及单色和光谱线性波传播的数值测试来评估该方案的性能。这些测试表明,保守交错方案对网格分辨率的敏感性要低得多,与已建立的HLLC方案相比,其数值扩散大约低一个数量级,尽管使用低阶空间重建,但仍保持相当的色散精度。此外,该方案引入了一个轻微的负相位误差,以补偿底层方程中固有的正色散误差,从而相对于HLLC方案提高了总体相位精度。除了线性波传播之外,数值方法还通过孤立波和谱破碎波的标准基准测试进行了验证。在这些高度非线性的情况下,将保守交错方案与基于湍流动能(TKE)的涡流粘度模型相结合,可以在保持溶液色散特性的同时产生局部和物理一致的耗散。与传统的混合破波方法相比,基于tke的闭合方法提供了更高的稳定性,降低了网格灵敏度,并且更准确地表示了破波过程中的能量耗散。这些结果强调了保守交错方案作为计算复杂海岸和近岸波浪过程的有效和稳健框架的潜力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Exploring a conservative staggered scheme for Boussinesq-type equations: Insights into numerical diffusion, dispersion, and wave-breaking
Accurate and efficient modeling of coastal wave transformation, particularly under wave-breaking conditions, remains a major challenge for Boussinesq-type models. To address this, we introduce and validate a conservative staggered-grid scheme to discretize a set of weakly nonlinear Boussinesq-type equations. The presented approach revisits the staggered finite-difference strategy by ensuring a momentum-conserving solution designed to enhance numerical stability and improve shock-capturing properties. The scheme’s performance is assessed through a series of numerical tests involving monochromatic and spectral linear wave propagation. These tests demonstrate that the conservative staggered scheme is much less sensitive to grid resolution, resulting in approximately one order of magnitude lower numerical diffusion in contrast to the well-established HLLC scheme, while maintaining comparable dispersive accuracy despite using a lower-order spatial reconstruction. Additionally, the scheme introduces a slight negative phase error that compensates for the positive dispersion error inherent in the underlying equations, resulting in improved overall phase accuracy relative to the HLLC scheme. Beyond linear wave propagation, the numerical approach is validated against standard benchmark tests with solitary and spectral breaking waves. In these highly non-linear cases, coupling the conservative staggered scheme with a turbulent kinetic energy (TKE)-based eddy viscosity model yields localized and physically consistent dissipation while preserving the dispersive characteristics of the solution. Compared to conventional hybrid breaking approaches, the TKE-based closure provides enhanced stability, reduced grid sensitivity, and a more accurate representation of energy dissipation during wave breaking. These results underscore the potential of the conservative staggered scheme as an efficient and robust framework for computing complex coastal and nearshore wave processes.
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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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