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The importance of digital elevation model resolution on granular flow simulations: a test case for Colima volcano using TITAN2D computational routine

机译:数字高程模型分辨率对颗粒流模拟的重要性:使用TITAN2D计算例程的科利马火山测试案例

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摘要

The mobility of gravity-driven granular flows such as debris flows or pyroclastic density currents are extremely sensitive to topographic changes, such as break in slopes, obstacles, or ravine deviations. In hazard assessment, computer codes can reproduce past events and evaluate hazard zonation based on inundation limits of simulated flows over a natural terrain. Digital Elevation Model (DEM) is a common input for the simulation algorithm and its accuracy to reproduce past flows is crucial. In thiswork, we use TITAN2D code to reproduce past block-and-ash flows at Colima volcano (Mexico) over DEMs with different cell size (5, 10, 30, 50, and 90 m) in order to illustrate the influences of the resolution on the numeric simulations. Our results show that topographic resolution significantly affects the flow path and runout. Also, we found that simulations of past flows with the same input parameters (such as the basal friction angle) over topography with different resolutions resulted in different flow paths, areas, and thickness of the simulated flows. In particular, the simulations performed with the 5- and 10-m DEMs produced similar results. Also, we obtained consistent simulation results for the 30- and 50-m DEMs. However, for the coarser 90-m DEM results are largely different and inaccurate. We recommend generating a benchmark table in order to acquire characteristic values for the basal friction angle of studied events. In case of rugged topographies, a DEM with high resolution should be usedfor more confident results.
机译:重力驱动的颗粒流(如泥石流或火山碎屑密度流)的流动性对地形变化(如坡度折断,障碍物或沟壑偏差)极为敏感。在危害评估中,计算机代码可以重现过去的事件并根据自然地形上模拟流量的淹没极限来评估危害分区。数字高程模型(DEM)是模拟算法的常见输入,其重现过去流量的准确性至关重要。在这项工作中,我们使用TITAN2D代码重现了具有不同像元大小(5、10、30、50和90 m)的DEM上科利马火山(墨西哥)过去的灰烬流,以说明分辨率的影响在数值模拟上。我们的结果表明,地形分辨率显着影响流径和跳动。此外,我们发现在具有不同分辨率的地形上以相同的输入参数(例如基摩擦角)对过去的水流进行模拟会导致不同的流路,面积和厚度。特别是,使用5和10 m DEM进行的模拟产生了相似的结果。此外,我们获得了30米和50米DEM的一致仿真结果。但是,对于较粗的90 m DEM,结果却大不相同且不准确。我们建议生成一个基准表,以获取所研究事件的基础摩擦角的特征值。如果地形崎不平,则应使用高分辨率的DEM以获得更可靠的结果。

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