4.7 Article

Analysis of the Suitability of High-Resolution DEM Obtained Using ALS and UAS (SfM) for the Identification of Changes and Monitoring the Development of Selected Geohazards in the Alpine Environment-A Case Study in High Tatras, Slovakia

Journal

REMOTE SENSING
Volume 12, Issue 23, Pages -

Publisher

MDPI
DOI: 10.3390/rs12233901

Keywords

TLS; SfM photogrammetry; UAS; ALS; DEM; point cloud; geohazard; landslide; rockfall; alpine environment

Funding

  1. Scientific Grant Agency of The Ministry of Education, Science, Research and Sport of the Slovak Republic (VEGA) [1/0844/18]
  2. Scientific Grant Agency of The Ministry of Education, Science, Research and Sport of the Slovak Republic (APVV) [APVV-18-0351]
  3. Cultural and Educational Agency of The Ministry of Education, Science, Research and Sport of the Slovak Republic (KEGA) [004TUKE-4/2019]
  4. CTU Prague, Czech Republic [SGS20/052/OHK1/1T/11]

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The current trend in the use of remote sensing technologies is their use as a tool for monitoring hard-to-reach areas, objects or phenomena in the alpine environment. Remote sensing technology is also effectively used to monitor geohazards and the development of human-made changes in the country. Research presented in this study demonstrates the results for the usability of the publicly available national digital elevation model DEM 5.0 obtained by utilizing the airborne laser scanning (ALS) survey to monitor the development of erosion, morphological changes of talus cones, or the dynamics of movement of rock blocks between stages of measurement in the alpine environment of the High Tatras mountains. The reference methods for this study are the terrestrial laser scanning (TLS) and structure-from-motion (SfM) photogrammetric approach using unmanned aerial systems (UASs). By comparing the created DEMs, the ALS point cloud's accuracy on mostly rocky areas of different sizes was verified. The results show that the standard deviation of the ALS point cloud ranges from 19 to 46 mm depending on the area's size and characteristics. The maximum difference ranges from 100 to 741 mm. The value of systematic displacement of data obtained by different technologies ranges from 1 to 29 mm. This research confirms the suitability of the ALS method with its advantages and limits for the detection of movement of rock blocks or change of position of any natural or anthropogenic objects with a size from approximately 1 m(2).

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