斜坡区滑坡监测的近景摄影测量数据

A. Matori, B. Cahyono, Munirah Radin Mohd Mokhtar, Khamaruzaman bin Wan Yusof
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引用次数: 8

摘要

从1961年到2008年,马来西亚至少发生了40起滑坡,造成至少128人死亡。这强调了监测这些斜坡的安全和维修的重要性。然而,对它们的监测既昂贵又危险。因此,本研究提供了利用近景摄影测量数据衍生的数字高程模型(DEM)监测坡度的替代方案。通过比较两个或多个时代数据的dem,可以检测斜坡区域的质量运动。在这项研究中,dem是由两个不同时间(2007年5月13日和2008年4月7日)拍摄的立体照片生成的。该方法采用商用袖珍相机进行数据采集,成本较低,适合对人迹罕至的危险区域进行远程监控。通过地面控制点(GCP)对立体模型进行恢复,得到每张照片的相机参数、位置和方向。有了这些参数,就可以将立体照片上所有采样点的位置转换成地面坐标系。本研究地形数据采样点采用规则采样方法。为了测量生成的DEM的质量,将它们与一组由无反射器全站仪(TS)测量的数据进行比较。所得dem的高程精度为厘米级,体积差小于0.5%。结果表明,在1年的时间里,地表发生了明显的地形变化。坡面损益面积的分布以及纵剖面和横剖面的极端变化表明了这一点。
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Close-range photogrammetric data for landslide monitoring on slope area
Malaysia has seen at least 40 cases of landslide due to slopes failures from 1961 to 2008 which have claimed at least 128 lives. This emphasizes the importance of monitoring such slopes for safety and maintenance purposes. However the monitoring of them could be both expensive and dangerous. Therefore this study provides alternative of monitoring the slope using a Digital Elevation Model (DEM) derived from close-range photogrammetric data. Mass movement on the slope area can be detected by comparison of DEMs derived from two or more epochs data. In this study the DEMs were generated from stereo photographs captured from two different times (13/05/2007 and 07/04/2008). This method used commercial pocket camera for its data capture, thus indicates its low cost and its suitability for monitoring inaccessible and risky areas remotely. Restitution of stereo model is performed by involving Ground Control Points (GCP) to yield camera parameters, positions and orientations of each photo. Having these parameters, positions of all sampling points on stereo photos can be transformed into ground coordinate system. Terrain data sampling points in this research were performed by regular sampling methods. To measure the quality of the generated DEM, they were compared with a set of data measured by reflector-less Total Station (TS). The result yield DEMs with centimeters accuracy in elevation and less than 0.5 % in volume difference. The result shows that for the period of one year there were significant terrain changes on ground surface. It was indicated by distribution of gain and loss areas on the slope, and extreme changes in longitudinal and cross sections profiling.
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