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New Cadanav Methodology for Rock Fall Hazard Zoning Based on 3D Trajectory Modelling

机译:基于3D轨迹建模的岩石危险区岩灾区新的Cadanav方法

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Most rock fall hazard zoning methodologies are currently based on trajectory modelling, usually performed along 2D slope profiles. For many topographic configurations, this approach cannot provide a realistic description of the way rock fall trajectories and, ultimately, hazard are spatially distributed all over a slope. This paper presents a new methodology for rock fall hazard zoning, directly applicable to 3D topographies, starting from 3D trajectory simulation results. The procedure is an extension of the Cadanav methodology introduced for hazard zoning along 2D slope profiles. As such, it is fully quantitative and attempts at reducing as much as possible uncertainties and subjective elements affecting current methods for rock fall hazard analysis and zoning. It is also among the first to introduce a “fully-coupled” rock fall intensity-frequency approach. Hazard is estimated by means of “hazard curves”, described at each point of the slope by rock fall intensity-return period couples. These curves may be superimposed on any intensity-return period diagram prescribed in national or regional land use planning regulations, in order to determine which hazardous condition prevails at each point of the slope. The application of the new Cadanav methodology is illustrated for both a theoretical case of simple topography underlying a linear cliff and a real configuration involving a complex topography, characterised by strong three-dimensional features affecting the paths of the blocks. For all topographic models, results obtained for several scenarios involving either localised or diffuse source areas proved that the methodology performs extremely well, providing objective and reproducible results based on a rigorous combination of rock fall energy and return period. Additional tests and real case studies are currently under investigation, for strengthening even further the validation of the approach and extend its applicability to even more complex rock fall scenarios.
机译:大多数岩石秋季危险区间目前基于轨迹建模,通常沿着2D斜率剖面进行。对于许多地形配置,这种方法不能提供摇滚轨迹的方式的现实描述,并最终危险在空间上分布在斜坡上。本文提出了一种新的岩石危险区分区方法,直接适用于3D拓扑仿真结果。该程序是沿着2D斜坡剖面引入的Cadanav方法的延伸。因此,它是完全定量的,并尝试将尽可能低的不确定性和主观元素减少,影响当前岩石危险分析和分区的当前方法。也是第一个引入“完全耦合”的岩石坠落强度频率方法的第一。通过“危险曲线”估计危害,通过岩石坠落强度返回时段耦合在斜坡的每个点描述。这些曲线可以叠加在国家或区域土地利用规划规范中规定的任何强度返回周期图上,以确定斜坡各点在哪些危险条件普遍存在。示出了新的Cadanav方法的应用,用于线性悬崖下面的简单地形和涉及复杂地形的实际配置的理论情况,其特征在于影响块的路径的强三维特征。对于所有地形模型,涉及局部或漫射源区域的若干方案获得的结果证明了该方法的表现非常良好,基于岩石落下能量和返回时期的严格组合提供客观和可重复的结果。目前正在调查额外的测试和实际案例研究,以进一步进一步验证方法,并将其适用性扩展到更复杂的岩石情景。

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