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Technical Commission VII (B7)

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CC BY: Attribution 4.0 International. You can find more information here.

Bibliographic data

fullscreen: Technical Commission VII (B7)

Multivolume work

Persistent identifier:
1663813779
Title:
XXII ISPRS Congress 2012
Sub title:
Melbourne, Australia, 25 August-1 September 2012
Year of publication:
2013
Place of publication:
Red Hook, NY
Publisher of the original:
Curran Associates, Inc.
Identifier (digital):
1663813779
Language:
English
Additional Notes:
Kongress-Thema: Imaging a sustainable future
Corporations:
International Society for Photogrammetry and Remote Sensing, Congress, 22., 2012, Melbourne
International Society for Photogrammetry and Remote Sensing
Adapter:
International Society for Photogrammetry and Remote Sensing, Congress, 22., 2012, Melbourne
International Society for Photogrammetry and Remote Sensing
Founder of work:
International Society for Photogrammetry and Remote Sensing, Congress, 22., 2012, Melbourne
International Society for Photogrammetry and Remote Sensing
Other corporate:
International Society for Photogrammetry and Remote Sensing, Congress, 22., 2012, Melbourne
International Society for Photogrammetry and Remote Sensing
Document type:
Multivolume work

Volume

Persistent identifier:
1663821976
Title:
Technical Commission VII
Scope:
546 Seiten
Year of publication:
2013
Place of publication:
Red Hook, NY
Publisher of the original:
Curran Associates, Inc.
Identifier (digital):
1663821976
Illustration:
Illustrationen, Diagramme
Signature of the source:
ZS 312(39,B7)
Language:
English
Additional Notes:
Erscheinungsdatum des Originals ist ermittelt.
Literaturangaben
Usage licence:
Attribution 4.0 International (CC BY 4.0)
Corporations:
International Society for Photogrammetry and Remote Sensing, Congress, 22., 2012, Melbourne
International Society for Photogrammetry and Remote Sensing
Adapter:
International Society for Photogrammetry and Remote Sensing, Congress, 22., 2012, Melbourne
International Society for Photogrammetry and Remote Sensing
Founder of work:
International Society for Photogrammetry and Remote Sensing, Congress, 22., 2012, Melbourne
International Society for Photogrammetry and Remote Sensing
Other corporate:
International Society for Photogrammetry and Remote Sensing, Congress, 22., 2012, Melbourne
International Society for Photogrammetry and Remote Sensing
Publisher of the digital copy:
Technische Informationsbibliothek Hannover
Place of publication of the digital copy:
Hannover
Year of publication of the original:
2019
Document type:
Volume
Collection:
Earth sciences

Chapter

Title:
[VII/7, III/2, V/1, V/3, ICWG V/I: LOW-COST UAVS (UVSS) AND MOBILE MAPPING SYSTEMS]
Document type:
Multivolume work
Structure type:
Chapter

Chapter

Title:
AUTOMATIC EXTERIOR ORIENTATION PROCEDURE FOR LOW-COST UAV PHOTOGRAMMETRY USING VIDEO IMAGE TRACKING TECHNIQUE AND GPS INFORMATION T. Anai, T. Sasaki, K. Osaragi, M. Yamada, F. Otomo, H. Otani
Document type:
Multivolume work
Structure type:
Chapter

Contents

Table of contents

  • XXII ISPRS Congress 2012
  • Technical Commission VII (B7)
  • Cover
  • Title page
  • TABLE OF CONTENTS
  • International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences Volume XXXIX, Part B7, Commission VII - elSSN 2194-9034
  • [VII/1: PHYSICAL MODELLING AND SIGNATURES IN REMOTE SENSING]
  • [VII/2: SAR INTERFEROMETRY]
  • [VII/3: INFORMATION EXTRACTION FROM HYPERSPECTRAL DATA]
  • [VII/4: METHODS FOR LAND COVER CLASSIFICATION]
  • [VII/5: METHODS FOR CHANGE DETECTION AND PROCESS MODELLING]
  • [VII/6: REMOTE SENSING DATA FUSION]
  • [VII/7: THEORY AND EXPERIMENTS IN RADAR AND LIDAR]
  • [VII/3, VII/6, III/2, V/3: INTEGRATION OF HYPERSPECTRAL AND LIDAR DATA]
  • [VII/7, III/2, V/1, V/3, ICWG V/I: LOW-COST UAVS (UVSS) AND MOBILE MAPPING SYSTEMS]
  • AUTOMATIC EXTERIOR ORIENTATION PROCEDURE FOR LOW-COST UAV PHOTOGRAMMETRY USING VIDEO IMAGE TRACKING TECHNIQUE AND GPS INFORMATION T. Anai, T. Sasaki, K. Osaragi, M. Yamada, F. Otomo, H. Otani
  • AN ACCURACY ASSESSMENT OF GEOREFERENCED POINT CLOUDS PRODUCED VIA MULTI-VIEW STEREO TECHNIQUES APPLIED TO IMAGERY ACQUIRED VIA UNMANNED AERIAL VEHICLE Steve Harwin and Arko Lucieer
  • THE PERFORMANCE ANALYSIS OF AN AKF BASED TIGHTLY-COUPLED INS/GPS INTEGRATED POSITIONING AND ORIENTATION SCHEME WITH ODOMETER AND NON-HOLONOMIC CONSTRAINTS Kun-Yao Peng, Cheng-An Lin, Kai-Wei Chiang
  • DIRECT GEOREFERENCING WITH ON BOARD NAVIGATION COMPONENTS OF LIGHT WEIGHT UAV PLATFORMS Norbert Pfeifer, Philipp Glira, Christian Briese
  • AERIAL TERRAIN MAPPING USING UNMANNED AERIAL VEHICLE APPROACH K. N. Tahar
  • ASSESSING THE FEASIBILITY OF UAV-BASED LIDAR FOR HIGH RESOLUTION FOREST CHANGE DETECTION L. O. Wallace, A. Lucieer and C. S. Watson
  • [VII/7, III/2, V/3: WAVEFORM LIDAR FOR REMOTE SENSING]
  • [ADDITIONAL PAPERS]
  • AUTHOR INDEX
  • Cover

Full text

    
  
Figure 6. Example of OCM 
2.4 Robust Common Feature Point Tracking 
Figure 7 show the flow of robust tracking procedure of common 
feature points. At the first, detection of common feature points 
on first high resolution still image is performed by OCR. The 
image coordinate of each detected common feature are 
converted to the image coordinates on synchronized video 
frame. The tracking of common feature points is performed on 
video image sequences until the next still image is detected. On 
the next still image, image coordinates of tracked common 
feature points are converted to next high resolution still image, 
and also the detection of common feature points is performed. 
This procedure is performed until the final still image. 
  
Detection of Common Feature Points 
on Still Image (OCR) 
Y 
Convert Image Coordinate 
on Synchronized video frame. 
v 
Matching of Common Feature Point 
on Video Image «— 
(OCM) 
y 
Detection of Outlier in Matching Result 
(computation of transform 
between each frame using LMeds) 
ef 
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
no 
  
  
  
| Convert Image Coordinate on Still Image. | 
Final Still Image ? 
yes 
  
    
  
  
  
Sub Pixel Matching on Still Image 
(LSM) 
  
  
  
  
Candidate of Pass Point 
Figure 7. Flow of Robust Tracking Procedure 
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Volume XXXIX-B7, 2012 
XXII ISPRS Congress, 25 August — 01 September 2012, Melbourne, Australia 
The matching of common feature points between each video 
frame is performed by OCM in this procedure. Therefore, 
almost points are matched correctly, but generally include some 
error as outlier in main transformation between each video 
frames. Therefore, detection of outlier in common feature points 
is necessary to perform. 
In this procedure, authors assume that the transformation 
between each video frame is approximated with affine 
transformation as following equation, 
WU; SAU; + Ay; + A (5) 
Via = au; + asv; + ac 
Where a;-ag:affine parameter, (u, v):image coordinate at frame i. 
The affine parameters a,-as are calculated using LMedS 
method and the outlier of matching is eliminated automatically. 
Finally, in order to perform the sub-pixel matching, Least 
Square Matching (LSM) of each common feature points on each 
still image is performed. In this LSM processing, forward and 
backward matching is performed for the checking of LSM result. 
This means that the result of forward (e.g. from left image to 
right image) matching and backward (e.g. from right image to 
left image) matching has large difference, the matching results 
of this point is removed as error correspondence. The good 
results of this sub-pixel matching procedure are used as the 
candidate of correct pass points in following procedures. 
2.5 Tie Point Matching 
In order to perform adjusting between each flight line, tie point 
matching using candidate pass points is performed. Figure 8 
shows the flow of tie point matching procedure. At the first, 
exterior orientation only using candidate pass points is 
performed. The candidate pass points that have large residual of 
image coordinate are removed in this step. As the result of this 
exterior orientation, 3D coordinate of each candidate pass 
points and exterior orientation parameter for each still image are 
obtained in arbitrarily position and scale. From this 3D 
geometry information, the 3D coordinate of each candidate pass 
point can perform back projection to 2D image coordinate on 
each still image. Therefore, the tie point matching is performed 
in the ROI that located around back projection 2D image 
coordinate of candidate pass points on still image by using LSM. 
Finally, exterior orientation is computed again using pass points 
and tie points. 
  
Exterior Orientation using 
Candidate Pass Points 
} 
Set ROI around 
Back Projection Coordinate 
i 
Tie Point Matching by LSM 
i 
Exterior Orientation using 
Pass Points and Tie Points 
  
  
  
  
  
  
  
  
  
  
  
  
  
Figure 8. Tie Point Matching Procedure 
   
	        

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