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Monitoring of the shallow landslide using UAV
photogrammetry and geodetic measurements
RNDr. Jakub Miřijovský, Ph.D.

This presentation is co-financed by the
European Social Fund and the state
budget of the Czech Republic
Research aims


Monitoring of the shallow
landslide using modern
geoinformatics methods
and technologies




Spatial distribution and
volumes of the soil in the
landslide
Effect of precipitation on
the speed of movements

Second InDOG Doctoral Conference, 14th – 17th October 2013, Olomouc
Study area





An area with a high incidence of landslides
Flysh layers on the bedrock (claystone, sandstone, slate)
Shallow landslide is near the Halenkovice village
49° 10.202’ N, 17° 27.413’ E

Source: Český úřad zeměměřický a katastrální

Second InDOG Doctoral Conference, 14th – 17th October 2013, Olomouc
Shallow landslide in Halenkovice









Continual monitoring from March 2008
Max. lenght: 140 m
Max wide: 90 m
Area: 7 000 m2
Elevation difference: 35 m
Inclination: 10°-15°
First activity – March 2006

Second InDOG Doctoral Conference, 14th – 17th October 2013, Olomouc
Previous work




Continual monitoring from March 2008
by Lukáš Marek
Stabilization of the GCPs in the area
Few geodetic measurements

Photos: Lukáš Marek archive

Second InDOG Doctoral Conference, 14th – 17th October 2013, Olomouc
Current work - devices





Monitoring using UAV system
Hexacopter XL
Copter with six propellers
Advantages of UAV systems





Operability
Relatively cheap technology
Spatial resolution from 1 cm
Technical specifications - Hexakopter

Action range

1 km

Flight Altitude

5 - 500 m

Take off and landing

0m

Curb weight

1,5 kg

Speed flight

0 - 20 km/h

Autonomy

Up to 30 min.

Wind condition

0 - 30 km/h

Wingspan size

-

Engine

Electric

Payload

1,5 kg

Second InDOG Doctoral Conference, 14th – 17th October 2013, Olomouc
Current work – raw data


Two sets of images



April 2013
October 2013

April 2013
Number of images
Flying altitude (m)
Ground sample distance (cm)
Number of Ground control points

October 2013
52
83
2
23

Number of images
Flying altitude (m)
Ground sample distance (cm)
Number of Ground control points

Second InDOG Doctoral Conference, 14th – 17th October 2013, Olomouc

48
90
2
18
Current work – checking of the flight path
stability


Scheduled flight path and
real flight path



position
altitude

Second InDOG Doctoral Conference, 14th – 17th October 2013, Olomouc
Image processing – Software and methods


Image processing was done by SfM methods




Special case of the stereophotogrammetry (multiple views of the object)

Agisoft Photoscan professional software

1. Photos aligning

2. Dense point cloud

3. Classification of the point cloud

4. DSM creation – 2 900 000 vertices
Second InDOG Doctoral Conference, 14th – 17th October 2013, Olomouc
Image processing
April 2013

October 2013

Number of Tie points
Error of the image coordinates (pix)
Point density (points/m2)
The average error in Z (m)
The standard deviation (m)
RMSEZ (m)

195 431
0.660
1912
1.939 × 10-5
0.033
0.033

Number of Tie points
Error of the image coordinates (pix)
Point density (points/m2)
The average error in Z (m)
The standard deviation (m)
RMSEZ (m)

Second InDOG Doctoral Conference, 14th – 17th October 2013, Olomouc

184 131
0.807
1820
2.0 × 10-4
0.026
0.026
Results


Precise orthophoto from April and October

Second InDOG Doctoral Conference, 14th – 17th October 2013, Olomouc
Results


The precise 3D DSM
Volume: 8075 m3

Volume: 7862 m3

213 m3 difference

Second InDOG Doctoral Conference, 14th – 17th October 2013, Olomouc
Results
Point
1
2
5
6
9
10
11
12
16
17
19
20
21
22
24
25
27
28

6/2008
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

12/2008

4/2009

5/2009

3/2010

4/2011

0.118
0.064
0.056
0.103
×

0.111
0.042
0.079
0.159
×

0.040
0.015
0.003
0.028
×

0.055
0.067
0.069
0.045
×

0.371
0.066
×

0.095
0.083
0.119
×

0.120
0.079
0.157
2.665
0.093
0.027
0.070
0.070
0.033
0.030
×

0.056
0.049
0.011
0.017
0.033
0.024
0.014
0.037
0.056
0.030
0.078
0.020
0.039

0.259
0.043
0.088
0.152
0.071
0.053
0.038
0.024
0.013
0.104
0.023
0.054
0.090

6.739
5.941
7.169
×

0.144
0.065
0.101
0.062
0.057
0.131
×
×
0.074

0.033
0.132

5.841
×

4.527
×
×
×
×
1.533
×
×
6.053

10/2012

3/2013

0.035
0.036
1.169
0.422
4.521
0.331
0.067
0.080
5.399
0.194
0.019
0.033
3.131
0.022
0.127
0.160
0.085
0.329

Second InDOG Doctoral Conference, 14th – 17th October 2013, Olomouc

0.016
0.024
0.049
0.046
0.025
0.065
0.046
0.045
0.067
0.042
0.023
0.018
0.023
0.010
0.010
0.028
×
0.067

Sum
0.746
0.314
1.425
6.644
4.546
7.665
6.308
7.669
8.300
5.104
0.211
0.274
3.347
0.191
1.965
0.289
0.192
6.784
Results

Second InDOG Doctoral Conference, 14th – 17th October 2013, Olomouc
Conclusion


Monitoring of the shallow landslides can be easily done by UAV systems
and SfM methods.
High accuracy of the GCPs is very important.



Pros










Fast monitoring
Very precise method
3D DSM (DTM) model and orthophoto in one step
Relatively cheap technology

Cons




Vegetation limits the creation of a precise model (especially DTM)
Local law restrictions for aerial imaging using UAV
High requirements for computational time
Second InDOG Doctoral Conference, 14th – 17th October 2013, Olomouc
Thank you for your attention
jakub.mirijovsky@upol.cz

Second InDOG Doctoral Conference, 14th – 17th October 2013, Olomouc

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Jakub Miřijovský - Monitoring of the shallow landslide using UAV photogrammetry and geodetic measurements