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Measurement of Landslide Movement with 3D Laser Scanner

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Measurement of Land Movement with 3D Laser Scanner ASANO, Hiroki Erosion and Sediment Control Research Group Public Works Research Institute – PowerPoint PPT presentation

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Title: Measurement of Landslide Movement with 3D Laser Scanner


1
Measurement of Landslide Movement with 3D Laser
Scanner
ASANO, Hiroki Erosion and Sediment Control
Research Group Public Works Research Institute
2
Contents
  • Most observation techniques and problem
  • Outline of 3D Laser Mirror Scanner
  • Attempt of landslide movement measurement
  • with 3D Laser Scanner
  • Result of movement measurement
  • Summary

3
When landslide calamity occurs
Based on the site situation and the observation
value (ground expansion and contraction meter
etc.).
The judgment is demanded promptly. Appropriate
measures is demanded.
Hard measuresFirst aid restoration
worker Software measures Precaution and shelter
recommendation
4
Observation technique at calamity suddenly
  • Watch with CCD cameras
  • Watch with ground expansion and contraction meter

5
Concept chart of watch at calamity
6
Ground expansion and contraction meter
Storage box
crack
Paling
7
Principle of ground expansion and contraction
meter
Record pen
Inn bar line
Rotation of drum
Movement of landslide
Recording paper
8
Drum of ground expansion and contraction meter
9
Example of setting up ground expansion and
contraction meter
10
Insufficient point of ground expansion and
contraction meter
  • The installation and the measurement are
    difficult in the place with danger.
  • It takes time for the installation (The expansion
    and contraction meter is one/day).
  • The installation and the observation at nighttime
    are difficult.

11
Measurement image of 3D scanner
landslide
laser scanner
12
3D Laser Scanner
13
Composition of 3D laser scanner
? range finder electronics of the 3D scanner
LMS-Z210 ? laser beam ? rotating polygon ?
slow scan ("frame scan") ? ECP compatible LPT
printer port ? PC ? software
14
Outline of 3D laser scanner
  • Measurement range2 350, reflectivity gt 80
    Measurement accuracy/- 2.5 cm,
  • in the worst case /- 10 cm
  • Range which can be measured 80300 total
  • Beam divergenceapprox. 3 mrad
  • Eye safetyClass 1 for the scanned beam

15
Characteristic of 3D laser scanner
  • The pulse of the laser beam is launched
    repeatedly at very short intervals of time.
  • Each pulse reflects, the time to returning is
    measured, and the distance is measured.
  • The direction of the laser beam is changed and
    three-dimensional shape is scanned. The
    measurement principle is the same as the machine
    and the total station etc. of a general light
    wave measurement.
  • A new part is technically a method of scanning
  • It is possible to measure without setting up the
    reflection mirror .

16
laser pulse
t
t
t
laser scanner
L
?t
Lc ?t (??)
17
mirror
laser pulse
laser scanner
18
laser scanner
19
laser scanner
20
laser scanner
Extension angle of 3mrad
21
The measurement data displayedto
personal-computer
22
Computational graphic
23
Computational graphic
24
Landslide measurement which uses 3D laser scanner
  • Geographical features measurement of landslide
    ?Making of DEM(digital elevation model)
    ?Making of topographical map
  • Measurement two or more times
  • ?Grasp of displacement situation
  • Making of vector chart
  • Grasp of range of landslide movement

25
laser scanner
Overlapping the data is difficult if there is no
points in evaluation.
Z
X
Y
26
point(X,Y,Z)
point (X,Y,Z)
laser scanner
Z
X
Y
27
point (X,Y,Z)
point (X,Y,Z)
laser scanner
laser scanner
Z
X
Y
28
Reflection seal
29
Situation of measurement
30
laser scanner
Landslide
Range of measurement (top and bottom) 40
(right and left )85
31
Procedure of the measurement data analysis
?The data measurement
?The point data making
?Making of TIN model
?Movement amount calculation
?Plan and section chart making
32
Vector chart
33
Frequency distribution of measurement error
34
11?16?
11?24?
??????
35
Landslide movement range chart
36
Summary
  • ?7cm or less roughly against the amount of the
    movement of 15-20cm.
  • ?The respect grasp of the range of the movement
    was possible because of overlapping the
    topographical map before and behind the movement
    amount.
  • ?The examination is scheduled to be advanced for
    the improvement of the accuracy in the future.

37
Finished
  • Thank you for your attention.
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