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Use of multi-temporal Lidar data to extract changes due to the 2016 Kumamoto earthquake

机译:由于2016年熊本地震,使用多时间激光雷达数据以提取变化

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Extraction of collapsed buildings from a pair of Lidar data taken before and after the 2016 Kumamoto, Japan, earthquake was conducted. Lidar surveys were carried out for the affected areas along the causative faults by Asia Air Survey Co., Ltd. The density of the collected Lidar data was 1.5-2 points/m~2 for the first flight on April 15, 2016 and 3-4 points/m~2 for the second flight on April 23, 2016. The spatial correlation coefficient of the two Lidar data was calculated using a 101 × 101 pixels window (50 m × 50 m), and the horizontal shift of the April-23 digital surface model (DSM) with the maximum correlation coefficient was considered as the crustal movement by the April-16 main-shock. The horizontal component of the calculated coseismic displacement was applied to the post-event DSM to cancel it, and then the vertical displacement between the two DSMs was calculated. The both horizontal and vertical coseismic displacements were removed to extract collapsed buildings. Then building-footprints were employed to assess the changes of the DSMs within them. The average of difference between the pre- and post-event DSMs within a building footprint was selected as a parameter to evaluate whether a building is collapsed or not. The extracted height difference was compared with the spatial coherence value calculated from pre- and post-event ALOS-2 PALSAR-2 data and the result of field damage surveys. Based on this comparison, the collapsed buildings could be extracted well by setting a proper threshold value for the average height difference.
机译:在2016年熊本,日本地震前后采取的一对潮汐数据提取折叠建筑物。沿着亚洲空气调查有限公司造成致病断层的受影响地区进行了激光雷达调查。2016年4月15日和3 - 3 - 3-的第一次航班的收集延期数据的密度为1.5-2分/ m〜2第二次航班的4分/ m〜2在2016年4月23日航班。使用101×101像素窗口(50米×50米)和4月的水平偏移计算两个激光雷达数据的空间相关系数。 23数字表面模型(DSM)最大相关系数被认为是4月16日 - 16主震动的地壳运动。将计算的电动发作位移的水平分量应用于事件后DSM以取消它,然后计算两个DSM之间的垂直位移。除去水平和垂直的电影位移,以取出折叠建筑物。然后采用建筑足迹来评估其中的DSMS的变化。建筑物足迹内的预后和事件后DSM之间的平均值作为参数来评估是否折叠建筑物。将提取的高度差与从预先和事后计算的空间相干值进行比较,并且野外损伤调查结果。基于该比较,可以通过为平均高度差设置适当的阈值来提取折叠建筑物。

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