基于无人机技术和三维岩崩模拟的岩崩危险性评价

Mustafa UTLU, Muhammed Zeynel ÖZTÜRK, Mesut ŞİMŞEK, Mehmet Fatih AKGÜMÜŞ
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摘要

Hacıabdullah村经常发生岩崩事件,是位于Niğde省边界内的一个重要山区,Niğde省是基耶省岩崩事件最多的省份之一,位于安纳托利亚中部地区。尽管许多不同规模的岩崩事件频繁发生,但由于这些事件没有采取预防措施,导致经济损失。因此,选择了边坡失稳风险和岩崩危险性较高的Hacıabdullah村作为研究区域。这项研究的目的是评估发生在Haciabullah村陡峭斜坡上的岩崩事件,基于可能落下的潜在岩石块,根据它们的几何形状对它们进行建模。在这个范围内,已经在现场识别了17个可能落石的岩块,并根据其几何特征使用RAMMS 3D落石软件进行建模。除了岩石块体的几何特征外,还将确定其潜在落体面积、速度、跳跃高度和动能,这是岩崩危害分析的基础。在研究的三维建模中,使用了代表地形高分辨率表面的UAV-DSM (3cm分辨率)作为主要数据集。通过三维岩崩建模,落石块最大动能为3476 kJ,最大速度为23.1 m/s,最大跳跃高度为14.57 m。运动学分析结果表明,整个研究区发生倾倒型的概率较高。离震源区不远的岩石;换句话说,可能会严重破坏道路。然而,滚动的石块,换句话说,可以从源头地区移动很长一段距离的石块,有可能对定居点、道路和树木造成巨大的破坏。根据危险地图,居民点面临的风险有高有低。
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Evaluation of rockfall hazard based on UAV technology and 3D Rockfall Simulations
Hacıabdullah village, where rockfall events occur frequently, is an important mountainous region located within the boundaries of Niğde province, which is one of the top provinces in Türkiye in terms of rockfall events and is located in the Central Anatolia Region. Despite the frequent occurrence of many rockfall events of varying sizes, no precautions are taken as a result of these events, leading to economic damages. Therefore, Hacıabdullah village, which poses a high danger and risk in terms of slope instability and rockfall potential, has been selected as the study area. The study aims to evaluate rockfall events occurring on steep slopes in Haciabullah village, based on the potential rock blocks that could fall, by modeling them according to their geometries. Within this scope, the potential 17 rock blocks that could fall have been identified in the field and modelled using RAMMS 3D rockfall software according to their geometric characteristics. In addition to the geometric characteristics of the rock blocks, their potential falling areas, velocities, jump heights, and kinetic energies will also be determined, the basis of the rockfall hazard analysis. For the 3D modeling of the study, UAV-DSM (3cm resolution), which represents the high-resolution surface of the topography, has been used as the main dataset. As a result of 3D rockfall modeling, the maximum kinetic energy, maximum velocity, and maximum jump height of the falling blocks reached 3476 kJ, 23.1 m/s, and 14.57 m, respectively. The result of the kinematic analysis showed a higher probability of toppling type in the whole study area. Rocks that do not move very far from the source area are; in other words and may significantly damage the roads. However, rolling blocks, in other words, blocks that can travel long distances from the source area, have the potential to cause great damage to the settlement areas, roads, and trees. According to the hazard map, blocks involve high and moderate levels of risk for settlement units.
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