Multiscale numerical approach to assess impact forces on cylindrical barriers by debris flows

IF 6.2 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Woojae Jang , Hwan-Hui Lim , Enok Cheon , Tae-Hyuk Kwon , Chan-Young Yune , Beom-Jun Kim , Shin-Kyu Choi
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Abstract

Debris flow is a flow-like landslide involving a mixture of water and earth materials that rapidly moves downslope. Conducting real-scale experiments is costly and resource-intensive, making numerical analysis an efficient alternative for evaluating the performance of countermeasures. This study investigates impact forces on barriers caused by debris flows using a multiscale numerical approach. First, a 3D depth-averaged model simulates debris flow characteristics at a channel-length scale. Then, a 3D Smoothed Particle Hydrodynamics (SPH) model examines debris-barrier interactions at a channel-width scale. Two real-scale debris flow experiments conducted in Pyeongchang, Korea, were used for validation: one without barriers for flow calibration and another with cylindrical baffle-type countermeasures for impact force validation. The depth-averaged model was calibrated to replicate observed runout distances and velocities, while the SPH model simulated interactions with cylindrical baffles. Due to the curved terrain near the first baffle array, debris primarily impacts outer baffles, resulting in higher dynamic impact coefficients. The parametric study reveals that the initial velocity has a negative correlation with the dynamic impact coefficient but a positive correlation with the Froude number. Increased density reduces both the dynamic impact coefficient and pressure gradient. In addition, previously proposed semi-empirical models effectively reproduce the summed impact forces across all baffles upon calibration against the numerical results, but capturing individual baffle’s responses and estimating localized impact forces in open-type barriers still remain challenging. These findings highlight the critical influence of local terrain and flow dynamics on impact force distribution. demonstrating the values of combining numerical simulations and real-scale experiments in geohazard risk assessment and mitigation strategy development.
泥石流对圆柱形障碍物冲击力的多尺度数值计算方法
泥石流是一种水流状的滑坡,涉及水和土物质的混合物,并迅速向下坡移动。进行实际规模的实验是昂贵和资源密集的,使数值分析成为评估对策性能的有效替代方案。本文采用多尺度数值方法研究了泥石流对障碍物的冲击力。首先,三维深度平均模型在通道长度尺度上模拟泥石流特征。然后,3D平滑粒子流体动力学(SPH)模型在通道宽度尺度上检查碎片-屏障相互作用。在韩国平昌进行的两个真实规模的泥石流实验进行了验证:一个没有挡板进行流量校准,另一个使用圆柱形挡板进行冲击力验证。对深度平均模型进行了校准,以复制观察到的跳动距离和速度,而SPH模型模拟了与圆柱形挡板的相互作用。由于第一折流板阵列附近的地形弯曲,碎片主要撞击外折流板,导致更高的动力撞击系数。参数化研究表明,初始速度与动力冲击系数呈负相关,而与弗劳德数呈正相关。密度的增加降低了动冲击系数和压力梯度。此外,先前提出的半经验模型在与数值结果校准后有效地再现了所有挡板的总冲击力,但捕获单个挡板的响应并估计开放式障碍物中的局部冲击力仍然具有挑战性。这些发现强调了当地地形和流动动力学对冲击力分布的重要影响。展示数值模拟与实际规模实验相结合在地质灾害风险评估和减灾战略制定方面的价值。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Computers and Geotechnics
Computers and Geotechnics 地学-地球科学综合
CiteScore
9.10
自引率
15.10%
发文量
438
审稿时长
45 days
期刊介绍: The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.
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