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A terrestrial lidar-based workflow for determining three–dimensional slip vectors and associated uncertainties

机译:基于地面激光雷达的工作流,用于确定三维滑移矢量和相关的不确定性

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摘要

Three-dimensional (3D) slip vectors recorded by displaced landforms are difficult to constrain across complex fault zones, and the uncertainties associated with such measurements become increasingly challenging to assess as landforms degrade over time. We approach this problem from a remote sensing perspective by using terrestrial laser scanning (TLS) and 3D structural analysis. We have developed an integrated TLS data collection and point-based analysis workflow that incorporates accurate assessments of aleatoric and epistemic uncertainties using experimental surveys, Monte Carlo simulations, and iterative site reconstructions. Our scanning workflow and equipment requirements are optimized for single-operator surveying, and our data analysis process is largely completed using new point-based computing tools in an immersive 3D virtual reality environment. In a case study, we measured slip vector orientations at two sites along the rupture trace of the 1954 Dixie Valley earthquake (central Nevada, United States), yielding measurements that are the first direct constraints on the 3D slip vector for this event. These observations are consistent with a previous approximation of net extension direction for this event. We find that errors introduced by variables in our survey method result in <2.5 cm of variability in components of displacement, and are eclipsed by the 10–60 cm epistemic errors introduced by reconstructing the field sites to their pre-erosion geometries. Although the higher resolution TLS data sets enabled visualization and data interactivity critical for reconstructing the 3D slip vector and for assessing uncertainties, dense topographic constraints alone were not sufficient to significantly narrow the wide (<26°) range of allowable slip vector orientations that resulted from accounting for epistemic uncertainties.
机译:由位移的地形记录的三维(3D)滑动矢量很难在复杂的断层带上进行约束,并且随着地形随着时间的推移而退化,与此类测量相关的不确定性变得越来越具有挑战性。我们通过使用地面激光扫描(TLS)和3D结构分析从遥感角度解决了这个问题。我们已经开发了一个集成的TLS数据收集和基于点的分析工作流,该工作流使用实验调查,蒙特卡洛模拟和迭代站点重建对准确的不确定性和认知不确定性进行了评估。我们的扫描工作流程和设备要求已针对单操作员测量进行了优化,并且在沉浸式3D虚拟现实环境中使用新的基于点的计算工具在很大程度上完成了数据分析过程。在一个案例研究中,我们测量了沿1954年Dixie谷地震(美国内华达州中部)破裂迹线的两个位置的滑动矢量方向,得出的测量值是对该事件的3D滑动矢量的第一个直接约束。这些观察结果与该事件的净延伸方向的先前近似值一致。我们发现,由我们的调查方法中的变量引入的误差导致位移分量的变化小于2.5 cm,并且由于将现场重新构建为侵蚀前的几何形状而引入的10–60 cm的认识误差已将其掩盖。尽管更高分辨率的TLS数据集使可视化和数据交互性对于重建3D滑动向量和评估不确定性至关重要,但仅靠密集的地形约束不足以显着缩小由以下原因导致的允许的滑动向量方向的宽范围(<26°)解释认知不确定性。

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  • 来源
    《Geosphere》 |2012年第2期|p.431-442|共12页
  • 作者单位

    1Department of Geology, University of California, Davis, California 95616, USA 2W.M. Keck Center for Active Visualization in the Earth Sciences, University of California, Davis, California 95616, USA 3Institute for Data Analysis and Visualization, Department of Computer Science, University of California, Davis, California 95616, USA 4U.S. Geological Survey, Denver, Colorado 80225, USA;

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