hires3d high resolution remote sensing for 3d ground
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HIRES3D HIGH RESOLUTION REMOTE SENSING FOR 3D GROUND MODELING AND CLASSIFICATION Robert Hack International Institute for Geoinformation Sciences and Earth Observation (ITC) ITC Research Seminar, 3 July 2003 3 July 2003 HIRES3D - ITC


  1. HIRES3D HIGH RESOLUTION REMOTE SENSING FOR 3D GROUND MODELING AND CLASSIFICATION Robert Hack International Institute for Geoinformation Sciences and Earth Observation (ITC) ITC Research Seminar, 3 July 2003 3 July 2003 HIRES3D - ITC Research Seminar - Robert Hack 1

  2. HIRES3D HIGH RESOLUTION REMOTE SENSING FOR 3D GROUND MODELING AND CLASSIFICATION Research project in ITC’s research spearhead “Multiple use of Space” Application of Lidar 3 July 2003 HIRES3D - ITC Research Seminar - Robert Hack 2

  3. Lidar = LIght Detection And Ranging Laser scanning techniques give: - geometry - intensity - phase of reflected wave train - colour (if multiple different frequency lasers are used) 3 July 2003 HIRES3D - ITC Research Seminar - Robert Hack 3

  4. At present geometry and intensity used Geometry: spatial relation between all scanned reflection points Intensity: amount of laser energy that is reflected 3 July 2003 HIRES3D - ITC Research Seminar - Robert Hack 4

  5. Lidar can be done from a moving or stationary system Moving: scanning a swath; up to about 5000 reflections per second From space: until now only Space Shuttle (and weather – cloud - satellites) vertical accuracy: metres From airplane: vertical accuracy 15 – 30 cm From helicopter: vertical accuracy: order of centimetres Stationary on distance of 10’s of metres: accuracy: millimetres 3 July 2003 HIRES3D - ITC Research Seminar - Robert Hack 5

  6. From Airplane (After: USGS; http://coastal.er.usgs.gov/lidar/) 3 July 2003 HIRES3D - ITC Research Seminar - Robert Hack 6

  7. Importance of accurate DEM: (After: Puget Sound Lidar Consortium; http://duff.geology.washington.edu/data/raster/lidar/uses.htm) 3 July 2003 HIRES3D - ITC Research Seminar - Robert Hack 7

  8. In HIRES3D three applications defined for research: - Spatial variation of rock and soil mass properties - Monitoring of topography in mountainous terrain for stability determination of man-made slopes or man- influenced natural slopes - Detection of variation in subsoil properties and monitoring of surface subsidence in coastal areas for land use and water management 3 July 2003 HIRES3D - ITC Research Seminar - Robert Hack 8

  9. Spatial variation of rock and soil mass properties 3 July 2003 HIRES3D - ITC Research Seminar - Robert Hack 9

  10. Objectives Extract rock mass discontinuity information (joints, bedding planes, fractures) from high resolution “point- cloud” data derived from laser scan measurements: � Orientations � Spacings � Roughness 3 July 2003 HIRES3D - ITC Research Seminar - Robert Hack 10

  11. Why ? Discontinuities govern stability of most rock and many soil slopes, tunnels, and foundations Variation in discontinuity properties are, thus, important to design proper slopes, tunnels, and foundations 3 July 2003 HIRES3D - ITC Research Seminar - Robert Hack 11

  12. Principle 3D laser scanning � Rapid scanning of objects using pulsating laser � Reflection time (distance to surface from laser) & orientation of laser beam gives position in 3D space � Dense scanning (mm to cm resolution) yield highly accurate 3D models � Intensity of reflected pulse is measured. � New generation of laser scanners detect colour information as well (After Slob et al., 2002) 3 July 2003 HIRES3D - ITC Research Seminar - Robert Hack 12

  13. 1 st Approach and results � Acquisition of point cloud data of rock face (x,y,z,intensity) � 3D triangulation of points into a real 3D digital surface � Statistic analysis of triangulated surface to obtain the orientation of each individual triangle (dip direction/dip angle) � Plot orientations in a polar plot and create kernel density contours to determine orientation trends (After Slob et al., 2002) 3 July 2003 HIRES3D - ITC Research Seminar - Robert Hack 13

  14. Rock face - Mt. Vernon (Co.), USA (After Slob et al., 2002) 3 July 2003 HIRES3D - ITC Research Seminar - Robert Hack 14

  15. Rock surface scan (using a Cyrax scanner (After Slob et al., 2002) 3 July 2003 HIRES3D - ITC Research Seminar - Robert Hack 15

  16. Visualisation of point cloud data (After Slob et al., 2002) 3 July 2003 HIRES3D - ITC Research Seminar - Robert Hack 16

  17. 3D Delaunay triangulation to create surface through point cloud data (After Slob et al., 2002) 3 July 2003 HIRES3D - ITC Research Seminar - Robert Hack 17

  18. 18 Trial on sub-dataset HIRES3D - ITC Research Seminar - Robert Hack 3 July 2003

  19. Statistic analysis of triangulated data Kernel density pole plot of all triangle orientations Digitally rendered 3d model (After Slob et al., 2002) of this part of rock surface 3 July 2003 HIRES3D - ITC Research Seminar - Robert Hack 19

  20. Further research (1) � Calculation of discontinuity spacing distributions � Calculation of discontinuity surface roughness (large- vs. small scale) � Intensity (of reflected laser beam) � Geometry Detail of interpolated discontinuity surface (appr. 50x50 cm), clearly visible are the roughness characteristics. Artificial illumination (rendering) applied to enhance relief (After Slob et al., 2002) 3 July 2003 HIRES3D - ITC Research Seminar - Robert Hack 20

  21. Further research (2) � Calculation of persistency of discontinuities � Comparison with discontinuity information gathered with traditional surveying: � Digital stereo photo analysis � Scanline surveys � Export of rock mass discontinuity model to 3D- GIS or numerical calculation models (After Slob et al., 2002) 3 July 2003 HIRES3D - ITC Research Seminar - Robert Hack 21

  22. Detection of variation in subsoil properties and monitoring of surface subsidence in coastal areas for proper land use and water management (proposal submitted for ICES3/KIS and EU-link research programs) 3 July 2003 HIRES3D - ITC Research Seminar - Robert Hack 22

  23. Why ? Subsidence (due to peat oxidation, clay compression, weathering, water extraction, tectonic movements, etc.) and impossibility for new sediment deposits (due to, for example, dykes) in combination with (possible) rising sea water levels give more and more problems with land use and water management in coastal zones 3 July 2003 HIRES3D - ITC Research Seminar - Robert Hack 23

  24. Examples ? Most of Western part of the Netherlands Sinking cities as Bangkok, Surabaya, Semarang, etc. Parts of Bangladesh Mexico City etc., etc., 3 July 2003 HIRES3D - ITC Research Seminar - Robert Hack 24

  25. - Lidar monitoring data - 4D sub-surface model for subsidence (based on existing geology information and Lidar monitoring data for subsidence and material compression properties) - 4D ground/surface water model - 4D geotechnical property model - 4D bearing capacity and settlement model for various engineering applications - Decision support system for land use and water management 3 July 2003 HIRES3D - ITC Research Seminar - Robert Hack 25

  26. Future: Expected: - higher resolution - cheaper equipment - space based scanners with high resolution Lidar is one of the most important developments because until now no (easy and cheap) method existed to measure natural material surfaces with an accuracy anywhere near that obtained by Lidar scans 3 July 2003 HIRES3D - ITC Research Seminar - Robert Hack 26

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