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Accuracy Assessment and 3D 
Mapping by Consumer Grade 
Spherical Cameras
Student : 費道斯 / Muhammad Irsyadi Firdaus
Advisor  : 饒⾒有 / Prof. Jiann‐Yeou Rau
Laboratory of Cyber City
Department of Geomatics
National Cheng Kung University, Taiwan
1
Outline
2
Introduction
Methodology
Analysis and Discussions 
Conclusion 
Future works
Background
Motivation
Objective
Study Area
Equipment
Data and Workflow
Metric Quality Assessment
Angle Delineations
Ground Sampling Distance (GSD)
Image Orientation
Introduction
3
 3D building model reconstruction is an important issue for urban planning,
disaster management, BIM (Building Information Model) generation and cultural
heritage documentation.
 Close‐range photogrammetric method can be used to obtain 3D building model.
 Spherical panoramic images is proposed to create 3D building model.
Introduction
4
Frame-based camera
1. Smaller FOV
2. Longer data acquisition time
3. More human effort
Purpose : to reconstruct 3D
indoor/outdoor environment
Spherical camera
1. 720 degrees FOV
2. Shorter data acquisition time
3. Less human effort
Specific Object
Indoor environment
Outdoor environment
Introduction
5
Spherical image of an indoor
Stitching Spherical imagery is created by
digitally stitching multiple images taken
from the same position with different
orientations.
21
Introduction
6
The relationship between 3D and 2D spherical image coordinate
Where:
x, y, z = Cartesian panoramic coordinates
= Cylindrical coordinates
x′, y′ = metric image coordinates
u, v = pixel coordinates
An image point P′ can be defined either by
the cylindrical coordinates or Cartesian
panoramic coordinates
Spherical panoramic imaging model
‐900
900
00
1800
00
900
2700
00
2700
900
1800
900
7
Methodology
Outdoor Environment
Indoor Environment
Study Area
Study Area and Material
8
Methodology
Device GARMIN VIRB 360 Samsung Gear 360
Sensor type CMOS CMOS
Number of
camera
Two Two
Image size 3840 x 2178 2560 x 1280
Image Format
Stitched image from spherical
cameras in equal-rectangular
projection
Stitched image from
spherical cameras in
equal-rectangular
projection
Software
Spherical Camera
Software and Hardware
9
Methodology
Device Garmin Samsung
Location Indoor Outdoor Indoor Outdoor
No. of photos taken 497 262 719 565
Object distance(unit: m) 3.69 6.24 2.89 7.52
Area (unit: m2) 176 941 105 1600
GSD (unit: cm/pix) 0.6 0.7 0.71 1.9
Summary of the achieved datasets
Tachymetric network for surveying the
reference points
Data Acquisition
10
Methodology (Outdoor)
location of reference points location of reference line
Reference points/lines surveying
11
Methodology (Indoor)
location of reference line location of reference points
Reference points/lines surveying
Methodology
12
Reference Lines and
Reference Points
Spherical Panorama
Images
Camera self-calibration
Marking reference line
and reference Points
Aerial Triangulation
Referencing accuracy
analysis
Dense image matching
Point cloud refinement
Export point cloud to
*.las file format
Point cloud
digitization
Convert point cloud
to *.pcg
Angle delineation
analysis
Building CAD model
from point cloud
Photoscan
Revit
Workflow
Methodology
13
Aerial Triangulation in indoor building
• 719 images are acquired
• All Images taken by Samsung Gear 360
• 497 images are acquired
• All Images taken by Garmin VIRB 360
Methodology
14
Aerial Triangulation in outdoor building
• 565 images are acquired
• All Images taken by Samsung Gear 360
• 262 images are acquired
• All Images taken by Garmin VIRB 360
Methodology
15
Distribution of reference lines/points in indoor building
Reference Lines Reference Points
• 14 reference lines
• 29 reference points
Methodology
16
Distribution of reference lines/points in outdoor building
Reference Lines Reference Points
• 21 reference lines
• 163 reference points
Methodology
17
3D texture model of spherical panoramic image using (a) GARMIN
VIRB 360 and (b) Samsung Gear 360
3D texture model in indoor building
• In indoor, Samsung
Gear 360 has a
smoother texture than
Garmin VIRB 360
Methodology
18
3D texture model of spherical panoramic image using (a)
GARMIN VIRB 360 and (b) Samsung Gear 360
3D texture model in outdoor building
• In outdoor, Garmin VIRB 360 has a
smoother texture than Samsung
Gear 360
Methodology
19
Corner angle delineation in outdoor
• There are 18 corners that
are measured
• Each corner is 90-degree
angles as an angle of the
field
Methodology
20
• There are 6 corners that are
measured
• There is a difference between the
angle of the field and the angle of the
measurement
Corner angle delineation in indoor
Methodology
21
a
b
3D CAD model from point cloud, (a) viewed
from the top and (b) viewed from the front
Point cloud digitization in outdoor building
• A 3D building CAD model was created manually
using point cloud generated by Garmin VIRB 360.
Methodology
22
3D CAD model from point cloud, (a) viewed
from the back and (b) viewed from the top
Point cloud digitization in outdoor building
• A 3D building CAD model was
created manually using point
cloud generated by Garmin
VIRB 360.
Analysis and Discussions
23
Reference scale line in the image
Errors (unit: cm)
GARMIN VIRB 360 Samsung Gear 360
No. of Control Line = 7 4.89 15.32
No. of Check Line = 14 14.49 30.38
Reprojection (unit: pixels) 1.49 1.08
RMSE of horizontal
errors (cm)
RMSE of vertical
errors (cm)
Re-projection errors
(pix)
Garmin
VIRB 360
Samsung
Gear 360
Garmin
VIRB 360
Samsung
Gear 360
Garmin
VIRB 360
Samsung
Gear 360
No. of Control
Points = 23 54.3 130.7 10.2 38.2 1.52 4.55
No. of Check
Points = 140
49.5 124.9 19 29.4 5.66 6.28
Metric quality assessment in outdoor
Comparisons of reference points
Comparisons of reference line
• Garmin VIRB 360 is better than
Samsung Gear 360
• For comparisons of reference,
reference line are better than
reference points
Analysis and Discussions
24
Metric quality assessment in indoor
Reference scale line in the image (unit: cm)
Errors
GARMIN VIRB 360 Samsung Gear 360
No. of Control Line = 4 6.76 4.97
No. of Check Line = 10 8.3 7.8
Re-projection (unit: pixels) 4.64 2.47
RMSE of horizontal
errors (cm)
RMSE of vertical
errors (cm)
Re-projection errors
(pix)
Garmin
VIRB 360
Samsung
Gear 360
Garmin
VIRB 360
Samsung
Gear 360
Garmin
VIRB 360
Samsung
Gear 360
No. of
Control
Points = 7
6.81 4.27 11.22 2.96 0.88 0.34
No. of
Check
Points = 22
12.25 17.75 24.11 10.72 0.85 0.42
Comparisons of reference points
Comparisons of reference line
• Samsung Gear 360 is better than
Garmin VIRB 360
• For comparisons of reference,
reference points are better than
reference lines
Analysis and Discussions
25
Angle delineation accuracy in indoor building
Angle
(unit:
degree)
Angle Measurement (Indoor)
Garmin VIRB 360 Samsung Gear 360
Reference
Line
Reference
Points
Reference
Line
Reference
Points
1 90 90 90 89
2 91.58 91.77 90 89
3 90.64 91.77 91 90
4 90 90 89 89.32
5 91.94 91.23 90 89.68
6 91 88.77 90 90
Total 545.16 543.54 540 537
Average 90.86 90.59 90.00 89.50
Min 90 88.77 89 89
Max 91.94 91.77 91 90
Std.
Deviation
0.8 1.2 0.63 0.46
RMSE 1.13 1.24 0.57 0.65
• Samsung Gear 360 is better than
Garmin VIRB 360
• For comparisons of reference,
reference line are better than
reference points
• Samsung Gear 360 is more
suitable for use in outdoor building
Analysis and Discussions
26
Angle
(unit: degree)
Angle Measurement (Outdoor)
Garmin VIRB 360 Samsung Gear 360
Reference
Line
Reference
Points
Reference
Line
Reference
Points
1 90 90 90 91.74
2 90 90 90 92.53
3 91.78 90 90 95.15
4 90 92 90 97.15
5 90 94 97.28 96
6 90 90 82.72 86
7 88 92 90 94.45
8 90 90 96 94.45
9 90 90 86 90.9
10 90 90 88 90.9
11 88 90 90 90
12 92 90 90 90
13 92 90 95 90
14 90 90 99 91.1
15 93 90 90 88.9
16 90 90 94 90
17 90 90 90 90.77
18 94.78 90 90 90.02
Total 1629.56 1628 1638 1650.06
Average 90.53 90.44 91 91.67
Min 88 90 82.72 86
Max 94.78 94 99 97.15
Std.
Deviation
1.64 1.09 3.95 2.79
RMSE 1.68 1.15 3.97 3.19
Angle delineation accuracy in outdoor building
• Garmin VIRB 360 is better than
Samsung Gear 360
• For comparisons of reference,
reference points are better than
reference lines
• Garmin VIRB 360 is more suitable
for use in outdoor building
Analysis and Discussions
27
Garmin VIRB 360 Samsung Gear 360
Indoor Outdoor Indoor Outdoor
No. of Photos used 497 262 719 565
GSD (unit: cm/pix) 0.6 0.7 0.71 1.9
No. tie points 115,563 180,457 166,596 393,943
No. of imaging rays 335,705 458,856 494,234 1,258,673
Image orientation
• For GSD, Garmin VIRB 360 is
better than Samsung Gear 360
• Indoor has fewer tie points than
outdoor
Results obtained in the image alignment
Analysis and Discussions
28
GARMIN VIRB 360 Samsung Gear 360
Indoor Outdoor Indoor Outdoor
Line Points Line Points Line Points Line Points
RMSE of Control
(unit:cm)
6.76 6.81 4.89 54.3 4.97 4.27 15.32 130.7
RMSE of
Reprojection
(unit:pixels)
4.64 6.44 1.49 1.41 2.47 2.34 1.08 6.07
RMSE of Angle
(unit: degree)
1.13 1.24 1.68 1.15 0.57 0.65 3.97 3.19
RMSE of Check
Point (unit:cm)
NA 12.25 NA 49.5 NA 17.75 NA 130.7
RMSE of Check
Line (unit:cm)
8.3 9.1 14.49 8.36 7.8 6.41 30.38 23.21
GSD
(unit: cm/pixel)
0.6 0.7 0.71 1.9
Comparisons of various accuracy index
TLS
Analysis and Discussions
29
Garmin VIRB 360
Samsung Gear 360
Comparisons of photogrammetric point cloud and TLS point cloud
Unit: cm
Samsung 
Gear 360
Garmin 
VIRB 360
Max Distance  20.4 21.1
Average Distance  2.6 4.3
Max Error 0.7 0.7
RMSE 0.26 0.31
Standard 
Deviation
0.5 0.42
Conclusion
30
• Geometric point of view
• Reference lines are better
than using reference points
• For outdoor environment
• Garmin VIRB 360 is better
than the Samsung Gear
360
• For indoor environment
• Samsung Gear 360 is
better than Garmin VIRB
360
Garmin VIRB 360 Samsung Gear 360
Indoor Outdoor Indoor Outdoor
Reference lines X √ √ X
Reference points X √ √ X
Reference lines + points X √ √ X
Angle delineation X √ √ X
Future Works
31
3
2
1
Spherical images for documentation
and description of cultural heritage
through VR applications. Analyzing the algorithms for
calculating the calibration
parameters and any distortion
To compare accuracy assessment
using a terrestrial laser scanning,
Samsung gear 360 and Garmin
VIRB 360.

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Accuracy assessment and 3D Mapping by Consumer Grade Spherical Camera

  • 3. Introduction 3  3D building model reconstruction is an important issue for urban planning, disaster management, BIM (Building Information Model) generation and cultural heritage documentation.  Close‐range photogrammetric method can be used to obtain 3D building model.  Spherical panoramic images is proposed to create 3D building model.
  • 4. Introduction 4 Frame-based camera 1. Smaller FOV 2. Longer data acquisition time 3. More human effort Purpose : to reconstruct 3D indoor/outdoor environment Spherical camera 1. 720 degrees FOV 2. Shorter data acquisition time 3. Less human effort Specific Object Indoor environment Outdoor environment
  • 5. Introduction 5 Spherical image of an indoor Stitching Spherical imagery is created by digitally stitching multiple images taken from the same position with different orientations. 21
  • 6. Introduction 6 The relationship between 3D and 2D spherical image coordinate Where: x, y, z = Cartesian panoramic coordinates = Cylindrical coordinates x′, y′ = metric image coordinates u, v = pixel coordinates An image point P′ can be defined either by the cylindrical coordinates or Cartesian panoramic coordinates Spherical panoramic imaging model ‐900 900 00 1800 00 900 2700 00 2700 900 1800 900
  • 8. 8 Methodology Device GARMIN VIRB 360 Samsung Gear 360 Sensor type CMOS CMOS Number of camera Two Two Image size 3840 x 2178 2560 x 1280 Image Format Stitched image from spherical cameras in equal-rectangular projection Stitched image from spherical cameras in equal-rectangular projection Software Spherical Camera Software and Hardware
  • 9. 9 Methodology Device Garmin Samsung Location Indoor Outdoor Indoor Outdoor No. of photos taken 497 262 719 565 Object distance(unit: m) 3.69 6.24 2.89 7.52 Area (unit: m2) 176 941 105 1600 GSD (unit: cm/pix) 0.6 0.7 0.71 1.9 Summary of the achieved datasets Tachymetric network for surveying the reference points Data Acquisition
  • 10. 10 Methodology (Outdoor) location of reference points location of reference line Reference points/lines surveying
  • 11. 11 Methodology (Indoor) location of reference line location of reference points Reference points/lines surveying
  • 12. Methodology 12 Reference Lines and Reference Points Spherical Panorama Images Camera self-calibration Marking reference line and reference Points Aerial Triangulation Referencing accuracy analysis Dense image matching Point cloud refinement Export point cloud to *.las file format Point cloud digitization Convert point cloud to *.pcg Angle delineation analysis Building CAD model from point cloud Photoscan Revit Workflow
  • 13. Methodology 13 Aerial Triangulation in indoor building • 719 images are acquired • All Images taken by Samsung Gear 360 • 497 images are acquired • All Images taken by Garmin VIRB 360
  • 14. Methodology 14 Aerial Triangulation in outdoor building • 565 images are acquired • All Images taken by Samsung Gear 360 • 262 images are acquired • All Images taken by Garmin VIRB 360
  • 15. Methodology 15 Distribution of reference lines/points in indoor building Reference Lines Reference Points • 14 reference lines • 29 reference points
  • 16. Methodology 16 Distribution of reference lines/points in outdoor building Reference Lines Reference Points • 21 reference lines • 163 reference points
  • 17. Methodology 17 3D texture model of spherical panoramic image using (a) GARMIN VIRB 360 and (b) Samsung Gear 360 3D texture model in indoor building • In indoor, Samsung Gear 360 has a smoother texture than Garmin VIRB 360
  • 18. Methodology 18 3D texture model of spherical panoramic image using (a) GARMIN VIRB 360 and (b) Samsung Gear 360 3D texture model in outdoor building • In outdoor, Garmin VIRB 360 has a smoother texture than Samsung Gear 360
  • 19. Methodology 19 Corner angle delineation in outdoor • There are 18 corners that are measured • Each corner is 90-degree angles as an angle of the field
  • 20. Methodology 20 • There are 6 corners that are measured • There is a difference between the angle of the field and the angle of the measurement Corner angle delineation in indoor
  • 21. Methodology 21 a b 3D CAD model from point cloud, (a) viewed from the top and (b) viewed from the front Point cloud digitization in outdoor building • A 3D building CAD model was created manually using point cloud generated by Garmin VIRB 360.
  • 22. Methodology 22 3D CAD model from point cloud, (a) viewed from the back and (b) viewed from the top Point cloud digitization in outdoor building • A 3D building CAD model was created manually using point cloud generated by Garmin VIRB 360.
  • 23. Analysis and Discussions 23 Reference scale line in the image Errors (unit: cm) GARMIN VIRB 360 Samsung Gear 360 No. of Control Line = 7 4.89 15.32 No. of Check Line = 14 14.49 30.38 Reprojection (unit: pixels) 1.49 1.08 RMSE of horizontal errors (cm) RMSE of vertical errors (cm) Re-projection errors (pix) Garmin VIRB 360 Samsung Gear 360 Garmin VIRB 360 Samsung Gear 360 Garmin VIRB 360 Samsung Gear 360 No. of Control Points = 23 54.3 130.7 10.2 38.2 1.52 4.55 No. of Check Points = 140 49.5 124.9 19 29.4 5.66 6.28 Metric quality assessment in outdoor Comparisons of reference points Comparisons of reference line • Garmin VIRB 360 is better than Samsung Gear 360 • For comparisons of reference, reference line are better than reference points
  • 24. Analysis and Discussions 24 Metric quality assessment in indoor Reference scale line in the image (unit: cm) Errors GARMIN VIRB 360 Samsung Gear 360 No. of Control Line = 4 6.76 4.97 No. of Check Line = 10 8.3 7.8 Re-projection (unit: pixels) 4.64 2.47 RMSE of horizontal errors (cm) RMSE of vertical errors (cm) Re-projection errors (pix) Garmin VIRB 360 Samsung Gear 360 Garmin VIRB 360 Samsung Gear 360 Garmin VIRB 360 Samsung Gear 360 No. of Control Points = 7 6.81 4.27 11.22 2.96 0.88 0.34 No. of Check Points = 22 12.25 17.75 24.11 10.72 0.85 0.42 Comparisons of reference points Comparisons of reference line • Samsung Gear 360 is better than Garmin VIRB 360 • For comparisons of reference, reference points are better than reference lines
  • 25. Analysis and Discussions 25 Angle delineation accuracy in indoor building Angle (unit: degree) Angle Measurement (Indoor) Garmin VIRB 360 Samsung Gear 360 Reference Line Reference Points Reference Line Reference Points 1 90 90 90 89 2 91.58 91.77 90 89 3 90.64 91.77 91 90 4 90 90 89 89.32 5 91.94 91.23 90 89.68 6 91 88.77 90 90 Total 545.16 543.54 540 537 Average 90.86 90.59 90.00 89.50 Min 90 88.77 89 89 Max 91.94 91.77 91 90 Std. Deviation 0.8 1.2 0.63 0.46 RMSE 1.13 1.24 0.57 0.65 • Samsung Gear 360 is better than Garmin VIRB 360 • For comparisons of reference, reference line are better than reference points • Samsung Gear 360 is more suitable for use in outdoor building
  • 26. Analysis and Discussions 26 Angle (unit: degree) Angle Measurement (Outdoor) Garmin VIRB 360 Samsung Gear 360 Reference Line Reference Points Reference Line Reference Points 1 90 90 90 91.74 2 90 90 90 92.53 3 91.78 90 90 95.15 4 90 92 90 97.15 5 90 94 97.28 96 6 90 90 82.72 86 7 88 92 90 94.45 8 90 90 96 94.45 9 90 90 86 90.9 10 90 90 88 90.9 11 88 90 90 90 12 92 90 90 90 13 92 90 95 90 14 90 90 99 91.1 15 93 90 90 88.9 16 90 90 94 90 17 90 90 90 90.77 18 94.78 90 90 90.02 Total 1629.56 1628 1638 1650.06 Average 90.53 90.44 91 91.67 Min 88 90 82.72 86 Max 94.78 94 99 97.15 Std. Deviation 1.64 1.09 3.95 2.79 RMSE 1.68 1.15 3.97 3.19 Angle delineation accuracy in outdoor building • Garmin VIRB 360 is better than Samsung Gear 360 • For comparisons of reference, reference points are better than reference lines • Garmin VIRB 360 is more suitable for use in outdoor building
  • 27. Analysis and Discussions 27 Garmin VIRB 360 Samsung Gear 360 Indoor Outdoor Indoor Outdoor No. of Photos used 497 262 719 565 GSD (unit: cm/pix) 0.6 0.7 0.71 1.9 No. tie points 115,563 180,457 166,596 393,943 No. of imaging rays 335,705 458,856 494,234 1,258,673 Image orientation • For GSD, Garmin VIRB 360 is better than Samsung Gear 360 • Indoor has fewer tie points than outdoor Results obtained in the image alignment
  • 28. Analysis and Discussions 28 GARMIN VIRB 360 Samsung Gear 360 Indoor Outdoor Indoor Outdoor Line Points Line Points Line Points Line Points RMSE of Control (unit:cm) 6.76 6.81 4.89 54.3 4.97 4.27 15.32 130.7 RMSE of Reprojection (unit:pixels) 4.64 6.44 1.49 1.41 2.47 2.34 1.08 6.07 RMSE of Angle (unit: degree) 1.13 1.24 1.68 1.15 0.57 0.65 3.97 3.19 RMSE of Check Point (unit:cm) NA 12.25 NA 49.5 NA 17.75 NA 130.7 RMSE of Check Line (unit:cm) 8.3 9.1 14.49 8.36 7.8 6.41 30.38 23.21 GSD (unit: cm/pixel) 0.6 0.7 0.71 1.9 Comparisons of various accuracy index
  • 29. TLS Analysis and Discussions 29 Garmin VIRB 360 Samsung Gear 360 Comparisons of photogrammetric point cloud and TLS point cloud Unit: cm Samsung  Gear 360 Garmin  VIRB 360 Max Distance  20.4 21.1 Average Distance  2.6 4.3 Max Error 0.7 0.7 RMSE 0.26 0.31 Standard  Deviation 0.5 0.42
  • 30. Conclusion 30 • Geometric point of view • Reference lines are better than using reference points • For outdoor environment • Garmin VIRB 360 is better than the Samsung Gear 360 • For indoor environment • Samsung Gear 360 is better than Garmin VIRB 360 Garmin VIRB 360 Samsung Gear 360 Indoor Outdoor Indoor Outdoor Reference lines X √ √ X Reference points X √ √ X Reference lines + points X √ √ X Angle delineation X √ √ X
  • 31. Future Works 31 3 2 1 Spherical images for documentation and description of cultural heritage through VR applications. Analyzing the algorithms for calculating the calibration parameters and any distortion To compare accuracy assessment using a terrestrial laser scanning, Samsung gear 360 and Garmin VIRB 360.