Review of the Applicability of the Formula for Calculating the Impact Force of Debris Flows Acting on Check Dams

Sung Min Kim, Hojin Lee, Sung Duk Kim
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Abstract

Debris flows cause a lot of human and property damage in urban regions near mountainous areas, so it is essential to predict damage and prepare countermeasures. In this study, the applicability of the impact force of the debris flow acting on the check dam was reviewed using the calculation formula. Numerical simulations were conducted through the finite difference method according to changes in slope and flow velocity, and governing equations were used to satisfy the conservation laws of mass and momentum. In addition, the impact force of Austria, which is mountainous terrain, was calculated and analyzed. As a result of the numerical simulation, as the slope became steeper, the peak value of the impact force increased and the supply flow rate increased. It was also found that the peak of the impact force occurred continuously over time, rather than occurring only when the bottom of the waterway was reached. The results of this study will provide good information for examining the applicability of the impact force of the debris flow acting on the containment dam when the impact force calculation formula is used.
泥石流对淤石坝冲击力计算公式的适用性述评
泥石流灾害对临近山区的城市地区造成了巨大的人员和财产损失,因此对灾害进行预测和准备应对措施至关重要。本文利用计算公式,对泥石流作用在挡土坝上的冲击力的适用性进行了论证。根据坡度和流速的变化,采用有限差分法进行数值模拟,利用控制方程满足质量和动量守恒定律。此外,对奥地利山地地形的冲击力进行了计算和分析。数值模拟结果表明,随着坡度的增大,冲击力峰值增大,供给流量增大。研究还发现,随着时间的推移,冲击力的峰值是连续出现的,而不是只在到达水道底部时才出现。本文的研究结果将为在采用冲击力计算公式时检验泥石流作用于围护坝的冲击力的适用性提供良好的信息。
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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