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Proceedings, XXth congress (Part 8)

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fullscreen: Proceedings, XXth congress (Part 8)

Multivolume work

Persistent identifier:
1663674213
Title:
Proceedings, XXth congress
Sub title:
Istanbul, 12 - 23 July 2004
Year of publication:
2004
Place of publication:
Istanbul
Publisher of the original:
[Verlag nicht ermittelbar]
Identifier (digital):
1663674213
Language:
English
Additional Notes:
Erscheinungsdatum des Originals ist aus dem Copyrightjahr ermittelt.
Auch bezeichnet als XXth International Congress for Photogrammetry and Remote Sensing
Editor:
Altan, M. Orhan
Corporations:
International Society for Photogrammetry and Remote Sensing, Congress, 20., 2004, Istanbul
International Society for Photogrammetry and Remote Sensing, Commission Primary Data Acquisition
Adapter:
International Society for Photogrammetry and Remote Sensing, Congress, 20., 2004, Istanbul
International Society for Photogrammetry and Remote Sensing, Commission Primary Data Acquisition
Founder of work:
International Society for Photogrammetry and Remote Sensing, Congress, 20., 2004, Istanbul
International Society for Photogrammetry and Remote Sensing, Commission Primary Data Acquisition
Other corporate:
International Society for Photogrammetry and Remote Sensing, Congress, 20., 2004, Istanbul
International Society for Photogrammetry and Remote Sensing, Commission Primary Data Acquisition
Document type:
Multivolume work

Volume

Persistent identifier:
166368779X
Title:
Proceedings, XXth congress
Scope:
IV, 226 Seiten
Year of publication:
2004
Place of publication:
Istanbul
Publisher of the original:
[Verlag nicht ermittelbar]
Identifier (digital):
166368779X
Illustration:
Illustrationen, Diagramme
Signature of the source:
ZS 312(35,B8)
Language:
English
Additional Notes:
Erscheinungsdatum des Originals ist aus dem Copyrightjahr ermittelt.
Usage licence:
Attribution 4.0 International (CC BY 4.0)
Editor:
Altan, M. Orhan
Corporations:
International Society for Photogrammetry and Remote Sensing, Congress, 20., 2004, Istanbul
International Society for Photogrammetry and Remote Sensing
Adapter:
International Society for Photogrammetry and Remote Sensing, Congress, 20., 2004, Istanbul
International Society for Photogrammetry and Remote Sensing
Founder of work:
International Society for Photogrammetry and Remote Sensing, Congress, 20., 2004, Istanbul
International Society for Photogrammetry and Remote Sensing
Other corporate:
International Society for Photogrammetry and Remote Sensing, Congress, 20., 2004, Istanbul
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:
AUTOMATIC INTERIOR ORIENTATION OF KFA-1000 SPACE PHOTO Mehdi Ravanbakhsh, Saeid Sadeghian
Document type:
Multivolume work
Structure type:
Chapter

Contents

Table of contents

  • Proceedings, XXth congress
  • Proceedings, XXth congress (Part 8)
  • Cover
  • Title page
  • ISPRS Council 2000 - 2004
  • Technical Commission Presidents 2000 - 2004
  • Congress Organising Committee
  • TABLE OF CONTENTS
  • MULTI-TRIANGULATION TO GET GCP FOR OLD UNPREMARKED AERIAL PHOTOGRAPHS Fahmi Amhar
  • PERFORMANCE EVALUATION OF CARD SIZE DIGITAL CAMERA FOR PHOTOGRAMMETRIC APPLICATIONS Yuji Ejima, Hirofumi Chikatsu
  • AN ALGORITHM FOR BUILDING FULL TOPOLOGY Chaoying HE, Jie JIANG, Gang HAN, Jun CHEN
  • PHOTOREALISTIC BUILDING MODELING AND VISUALIZATION IN 3-D GEOSPATIAL INFORMATION SYSTEM Yonghak Song, Jie Shan
  • PREPARATION OF ORTHOPHOTOS FROM IKONOS IMAGERY FOR CADASTRE BASE MAPPING OF NAKHCEVAN AUTONOMOUS REPUBLIC TERRITORY Emil.R. Bayramov, Rafael. V. Bayramov
  • VIRTUAL ENVIRONMENTS IN PLANNING AFFAIRS Getting closer to geographic data, a better way! Mohammed Abdul Mannan, Bogdahn Juergen.
  • QUALITY ASSESSMENT OF GLOBAL MODIS LAI PRODUCT FOR THE REGIONAL SCALE APPLICATIONS Sun-Hwa Kim and Kyu-Sung Lee
  • FOREST FIRE RISK ZONE MAPPING FROM SATELLITE IMAGERY AND GIS A CASE STUDY Esra Erten, Vedat Kurgun, Nebiye Musaoglu
  • BRDF CORRECTION ON AVHRR IMAGERY FOR SPAIN H. Heisig
  • A MULTI-SCALE SEGMENTATION METHOD FOR REMOTELY SENSED IMAGES BASED ON GRANULOMETRY Z. Y. Hang, X. L. Chen, Y. S. Li, C. Q. Chen
  • IMPROVEMENT OF IMAGE CLASSIFICATION WITH THE INTEGRATION OF TOPOGRAPHICAL DATA Deniz Gerçek
  • THE CURVELET TRANSFORM FOR IMAGE FUSION Myungjin Choi, Rae Young Kim, Moon-Gyu Kim
  • THE DEVELOPMENT OF A REAL-TIME FOREST FIRE MONITORING AND MANAGEMENT SYSTEM L. Trevis, Dr. N. El-Sheimy
  • INTEGRATION OF GIS, GPS AND GSM FOR THE QINGHAI-TIBET RAILWAY INFORMATION MANAGEMENT PLANNING Bin Wang, Qingchao Wei, Qulin Tan, Shonglin Yang, Baigen Cai
  • A WEB-BASED APPLICATION FOR REAL-TIME GIS O. Ozdilek, D. Z. Seker
  • SENSOR WEB AND GEOSWIFT - AN OPEN GEOSPATIAL SENSING SERVICE S. H. L. Liang, V. Tao, A. Croitoru
  • USAGE OF DIFFERENT SPECTRAL BANDS IN AGRICULTURAL ENVIRONMENTAL PROTECTION P. Burai, J. Tamas, Cs. Lenart, I. Pechmann
  • WEB BASED INFORMATION SYSTEM FOR TOURISM RESORTS; A CASE STUDY FOR SIDE/ MANAVGAT E. Duran, D. Z. Seker, M. Shrestha
  • CONTRIBUTION TO THE SETTING UP OF A GEOGRAPHICAL INFORMATION SYSTEM FOR THE LOCAL MANAGEMENT Technical aspect of the Systemic approach B. Chorfa, L. BenMohamed
  • RECONSTRUCTION OF BUILDINGS FROM A SINGLE UAV IMAGE WANG Jizhou, Lin Zongjian, LI Chengming
  • VISUAL AND STATISTICAL QUALITY ASSESSMENT AND IMPROVEMENT OF REMOTELY SENSED IMAGES S. Mohammad Shahrokhy
  • SIMULATE APPROACH FOR SEVERAL REMOTE SENSING IMAGES’ POSITIONING WITH GPS DATA AND FEW GCPS YAN Qin, QIU Zhicheng, CHENG Chunquan, WANG Yali
  • COMPARISON OF OBJECT ORIENTED IMAGE ANALYSIS AND MANUAL DIGITIZING FOR FEATURE EXTRACTION H. Sahin, H. Topan, S. Karakis, A. M. Marangoz
  • APPROACH OF THE HUNGARIAN GEOID SURFACE WITH SEQUENCE OF NEURAL NETWORKS P. Zaletnyik, L. Völgyesi, B. Paláncz
  • LOESS SOILS EROSION MULTITEMPORAL MEASURMENT USING PHOTOGRAMMETRY AND GEOINFORMATION METHODS Jaroslaw Januszewski
  • EDGE DETECTION IN GEOLOGIC FORMATION EXTRACTION: CLOSE RANGE AND REMOTE SENSING CASE STUDIES U. G. Sefercik, O. E. Gülegen
  • EARLY RESULTS FROM AN IMAGING INTERFEROMETER PROTOTYPE OPERATING IN THE SAGNAC CONFIGURATION Paolo Marcoionni
  • CLOSE-RANGE PHOTOGRAMMETRY WITH AMATEUR CAMERA Dimitar Jechev
  • INTEGRATED DEM AND PAN-SHARPENED SPOT-4 IMAGE IN URBAN STUDIES G. Doxani, A. Stamou
  • DEVELOPING A WEB-BASED GIS APPLICATION FOR EARTHQUAKE INFORMATION A. Garagon Dogru, T. Selcuk, H. Ozener, O. Gurkan, G. Toz
  • EFFICIENT CALIBRATION OF AMATEUR DIGITAL CAMERA AND ORIENTATION FOR PHOTOGRAMMETRIC APPLICATIONS Kazuya AOYAMA, Hirofumi CHIKATSU
  • 3D MODELING AND REPRESENTATION OF “IDEAL CITY” PAINTED BY PIERO DELLA FRANCESCA Tomomasa SAEGUSA, Hirofumi CHIKATSU
  • INTERPRETATION OF TROPICAL VEGETATION USING LANDSAT ETM+IMAGERY M. M. Rahman, E. Csaplovics, B. Koch, M. Köhl
  • COMBINATION OF SATELLITE IMAGE PAN IKONOS - 2 WITH GPS IN CADASTRAL APPLICATIONS K. Christodoulou, M. Tsakiri-Strati
  • GIS BASED NATURAL DISASTER MAPPING: A CASE STUDY O. Avsar, Z. Duran, D. Z. Seker, M. Hisir, M. Shrestha
  • INVESTIGATION OF TIME-DEPENDENT CHANGES OF FILYOS RIVER AND ITS DELTA IN THE BLACK SEA COASTAL ZONE BY TEMPORAL GIS I. Büyüksalih, S. Öncü, H. Akcin
  • CREATING FOREST INFORMATION SYSTEM: A CASE STUDY FOR ISTANBUL KURTKEMERI FOREST ADMINISTRATION F. Kurtcebe
  • ANALYSIS OF CHANGES IN VEGETATION BIOMASS USING MULTITEMPORAL AND MULTISENSOR SATELLITE DATA A. Akkartal, O. Türüdü, and F. S. Erbek
  • URBAN ORTHOIMAGE ANALYSIS GENERATED FROM IKONOS DATA S. Siachalou
  • An Adaptive Content-Based Localized Watermarking Algorithm for Remote Sensing Image Xianmin Wang, Zequn Guan, Chenhan Wu
  • APPLICATION OF ETM+ DATA FOR ESTIMATING RANGELANDS COVER PERCENTAGE (CASE STUDY: CHAMESTAN AREA, IRAN) Seyed Zeynalabedin Hosseini, Sayed Jamaleddin Khajeddin, Hossein Azarnivand
  • DESIGN SPATIAL CACHE FOR WEBGIS LUO Yingwei, WANG Xiaolin and XU Zhuoqun
  • AUTOMATIC INTERIOR ORIENTATION OF KFA-1000 SPACE PHOTO Mehdi Ravanbakhsh, Saeid Sadeghian
  • PREDICTION OF SHORLINE CHANGE BY USING SATELLITE AERIAL IMAGERY A. A. Elkoushy, E. R. A. Tolba
  • Integrated High Resolution Satellite Image, GPS and Cartographic Data in Urban Studies. Municipality of Thessaloniki. N. Bussios, Y. Tsolakidis, M. Tsakiri-Strati, O. Goergoula
  • EFFICIENT LINE MATCHING BY IMAGE SEQUENTIAL ANALYSIS FOR URBAN AREA MODELLING Y. Kunii, H. Chikatsu
  • KEYWORDS INDEX
  • Cover

Full text

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International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B-YF. Istanbul 2004 
  
  
  
  
  
  
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x (max),y (max) 
Figure 7. Finding the maximum point 
z = ax" +by' +ex+dy+exy+f (3) 
For the area-based template matching, the locating accuracy 
ranges from a half to one pixel, which is, of course, not accurate 
enough for most photographic products. 
4. Analogue Inner orientation 
There was no available photogrammetric instrument in Iran of 
sufficient accuracy that could be used because of the large 
format of the photos (30*30cm). Ways of overcoming the 
problems can be as follows: 1) Making a photographic 
reproduction of the image in suitable pieces, measuring with 
traditional instruments and pinning the pieces together before 
calculation. 2) Shipping the image to a foreign institution which 
has image carriers of sufficient size. 3) Reproducing the image 
; T 2 . 
photographically from the original 30*30cm size to 23*23 
2 : ; 
cm to be measurable in a mono comparator. 4)Using 
overlapping copies (23*30)«" in Planicomp Pl, analytical 
plotter. 5) Scanning the space photos and use the digital 
photogrammetric and image processing systems. Initially the 
third method was used. For determination of geometric 
distortion of camera a grid was used and then the grid and its 
photo were measured. After computation, it was realized that 
geometric distortion due to photography is high (150 micron) 
and the root mean square errors of residuals was 530 micron 
because of large lens distortion of camera, therefore, the first 
method was employed. 
4.1. Pinning the pieces together 
After making a photographic reproduction of the image in 
suitable pieces and measuring with traditional instruments, the 
pieces are then joined together before calculation. The pieces of 
one KFA-1000 photo pinned with conformal using at least four 
common points. The result of pinning the 17957 KFA-1000 
photo being displayed in Table I. 
Points | Vx(micron Vy(micron 
| 1 -] 
1 
zz 
-] 
  
Table 1. Results of pinning 
4.2. Systematic errors of KFA-1000 photos 
The additional parameters of radial distortion of the power of 
five were computed. Film shrinkage is corrected with affine and 
projective transformation. Affine inner orientation was made 
with 4 or 5 fiducial marks, the accuracy of the 17957 KFA- 
1000 photo displayed in Table 2. To take into consideration the 
linear distortion in any direction, a two dimensional projective 
transformation with 5 fiducial marks was employed and the 
accuracy was better than 10 microns. The refraction correction 
is below 2 micron. 
Fiducials Vx (micron Vy(micron 
1 2 
2 
3 
3 
-12 
  
Table 2. Results from the inner orientation 
5. Tests and Results 
The Results of the algorithms implemented can be seen at 
table 3. Input data inculdes KFA-1000 scanned photo, camera 
calibration file including position of fiducial marks in a 
standard conditions of labratory. Output data includes final 
report including positions of fiducial marks in pixel system, 
residual errors of fiducial coordinates, RMSE(Root Mean 
Square Error). Images were scanned on the resolutions of 
micrometer by Intergraph PhotoScan TD. In all tables is 
mean 
the overall accuracy of the automatic interior orientation 
process in micrometer. In table 4. we compare the results 
achieved by using Analogue and Digital method. 
  
Transformation : 21 . 2 Ii 
(D nn excluding (D can including 
fiducial mark 
fiducial mark 
  
  
  
  
  
  
number 5 number 5 
Conformal 25.80 23.65 
Affine 23.84 20.92 
Projective - 10.38 
  
207 
Table 3. The results of using CCF method for localization and 
Surface Fitting for precise measurement 
  
 
	        

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