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Real-Time Photogrammetry: a new challenge

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fullscreen: Real-Time Photogrammetry: a new challenge

Monograph

Persistent identifier:: 102361877X

Author:: Lehmus, Daniel Christian Ludolph

Title:: Kurzer Leitfaden für den Vortrag der höhern Analysis, höhern Geometrie und analytischen Mechanik

Sub title:: Mit einer Figurentafel

Scope:: 1 Online-Ressource (VIII, 188 Seiten, 1 Faltblatt)

Year of publication:: 1842

Place of publication:: Berlin

Publisher of the original:: Duncker und Humblot

Identifier (digital):: 102361877X

Signature of the source:: Mr.I 7125

Language:: German

Usage licence:: Public Domain Mark 1.0

Publisher of the digital copy:: Technische Informationsbibliothek Hannover

Place of publication of the digital copy:: Hannover

Year of publication of the original:: 2018

Document type:: Monograph

Collection:: Mathematics

Chapter

Title:: Höhere Geometrie. (§. 34 bis 63.)

Document type:: Monograph

Structure type:: Chapter

Real-Time Photogrammetry: a new challenge
Cover
ColorChart
Title page
Title page
PREFACE
TABLE OF CONTENTS
AUTHOR INDEX
[WORKING GROUP V/1. ANALYTICS OF NON-TOPOGRAPHIC PHOTOGRAMMETRY]
A SUPER PRECISE TEST FIELD FOR CLOSE-RANGE PHOTOGRAMMETRIC APPLICATIONS M. Orhan ALTAN
ON-LINE DATA ACQUISITION FOR MULTI-TEMPORAL PHOTOGRAPHY USING THE ANALYTICAL PLOTTER OMI AP-2C C. Armenakis and W. Faig
THE FORMULAE OF THE RELATIVE ORIENTATION FOR NON-METRIC CAMERA CHANG BENYI
CRITICAL CONFIGURATION OF OBJECT SPACE CONTROL POINTS FOR THE DIRECT LINEAR TRANSFORMATION W. Faig and T. Y. Shih
LENS DISTORTION FOR CLOSE RANGE PHOTOGRAMMETRY John G. Fryer
NALYTICAL CALIBRATION PROCEDURES FOR UNDERWATER CAMERAS J. G. Fryer and. C. S. Fraser
APPLICATION OF BIASED ESTIMATION TO CLOSE-RANGE PHOTOGRAMMETRIC DATA REDUCTION Y. D. Huang
MORE REMARKS ON SELF-CALIBRATION Y. D. Huang
The "InterMap Analytic" The Analytical Stereoplotting System From Intergraph Mostafa S. Madani
ANALYTISCHE KAMMERKALIBRIERUNG (ANALYTICAL CAMERA CALIBRATION) W. wester-Ebbinghaus
THOUGHTS ON A STANDARD ALGORITHM FOR CAMERA CALIBRATION Hartmut Ziemann
[WORKING GROUP V/2. LOW ALTITUDE AERIAL PHOTOGRAMMETRY]
THE PHOTOGRAMMETRIC SYRUEY OF AN ARCHAEOLOGICAL SITE (CNOSSOS-CRETE) FOCUS ON SPECIAL PROBLEM A. GEORGOPOULOS, E. STAMBOULOGLOU
APPLICATIONS OF NON-METRIC PHOTOGRAMMETRY IN ARCHAEOMETRY C. L. Ogleby
DIFFERENTIALENTZERRUNG VON NICHT-MESSBILDERN IN DER LUFTBILDARCHÄOLOGIE (ORTHOPHOTOGRAPHY OF NON-METRIC IMAGERY IN AERIAL ARCHAEOLOGY) J. Peipe
[WORKING-GROUP V/3. UNCONVENTIONAL TECHNOLOGIES IN CLOSE-RANGE PHOTOGRAMMETRY]
OBTENTION DIRECTE DE MAQUETTES TRIDIMENSIONNELLES A PARTIR DE STÉRÉORESTITUTEUR J. -P. Agnard [...] P. Grenier
DETERMINATION OF THREE-DIMENSIONAL COORDINATES OF THE OBJECT POINTS BY MEANS OF X-RAY AIMED PICTURES A. N. Cherny
TWO-DIMENSIONAL TRANSFORMATION OF VERTICAL TRANSMISSION ELECTRON MICROGRAPHS IN MICRO-RANGE PHOTOGRAMMETRY M. Shawki Elghazali
DEFORMATIONS IN ELECTRON MICROGRAPHY AND THEIR RELATIVE IMPORTANCE Sanjib K. Ghosh and Muzaffer Adiguzel
LA LIGNE-FLOTTANTE: PRINCIPE ET APPLICATIONS Sanjib K. Ghosh et Michel Boulianne
USING THE SCANNING ELECTRON MICROSCOPE TO DETERMINE THE UNEVENNESS OF GRAIN SURFACES AND TO DRAW CONTOUR LINES Li Weiqian, Li Guangwen
[WORKING GROUP V/4. CLOSE-RANGE PHOTOGRAMMETRY IN INDUSTRY AND APPLIED SCIENCE]
APPLICATION OF PRECISION CLOSE RANGE PHOTOGRAMMETRY FOR QUALITY CONTROL AND DOCUMENTATION IN POWER STATION CONSTRUCTION Gerhard Berg
DEFORMATION ANALYSIS OF THREE-DIMENSIONAL PHOTOGRAMMETRIC POINT FIELDS H. Borutta and J. Peipe
PRECISION ANALYTICAL UNDERWATER PHOTOGRAMMETRY E. Dorrer
PHOTOGRAMMETRIC METHOD OF DETERMINING VIBRATIONS OF MULTIVASCULAR STRIPPER D. Dudek, P. Luzyniecki, J. Wozniak
DETERMINING DEFORMATIONS OF A ROTARY KILN U. Ethrog, B. Shmutter
INDUSTRIAL PHOTOGRAMMETRY APPLIED TO DEFORMATION MEASUREMENT C. S. Fraser & P. C. Gustafson
DETERMINING TENSION FORCES OF GUY-ROPES OF AN AERIAL MAST BY MEANS OF TERROPHOTOGRAMMETRIC MEASUREMENTS L. KOLONDRA
THE MEASUREMENTS OF THE SURFACE WATER CURRENTS OF HORNSUND FJORD BY PHOTOGRAMMETRIC METHOD Pawel Madejski, Marek Lewandowski
PHOTOGRAMMETRIC METHOD OF POST CONSTRUCTIONAL SURVEY OF SHIP'S HULL IN SHIPIARD BUILDING SLIP Andrzej Rachwa
Test of Photogrammetric Accuracy for Mensuration of Aerospace Tooling Gary Robertson
PHOTOGRAMMETRIC MONITORING OF THE EXCAVATION OF A TRUNK SEWER PUMPING STATION Dr. M. R.-Shortis, Mr. L. J. Price, Mr. P. J. Turner
THE APPLICABILITY OF CLOSE-RANGE PHOTOGRAMMETRY IN STRUCTURAL MODEL TESTINGS Dr. Gönül TOZ
PHOTOGRAMMETRIC METODS OF DETERMINING INDUSTRIAL OBJECTS DISPLACEMENT IN MINING AREAS J. Wozniak
[WORKING GROUP V/5. BIOSTEREOMETRICS]
BIOSTEREOMETRIC METHODS FOR THE STUDY OF BODY SURFACE MOTIONS DURING BREATHING L. P. Adams and M. Klein
ON LINE RESTITUTION IN BIOSTEREOMETRICS USING ONE PHOTOGRAM AND A METRIC PROJECTOR E. A. Bal [...] G. Bozzolato
THE APPLICATION OF STEREO VIDEO PHOTOGRAMMETRY TO VISUAL AND RELATED ERGONOMICS. Prof. C. H. Bedwell and Dr R. Mahani.
A COMPARISON OF STEREOPHOTOGRAMMETRY WITH CONVENTIONAL TECHNIQUES USED TO MEASURE HEALING IN CHRONIC LEG ULCERS C. J. K. Bulstrode, P. J. Scott
The Ordering of Ordinary Moiré Fringes by Photometric Analysis Ding Xinhong and J. R. Pekelsky
RESEARCH ON MICRO - STEREOPHOTOGRAMMETRY Li Guangwen Li Weigian Yang Shiyu
ON-LINE THREE-DIMENSIONAL LIGHT SPOT TRACKER AND ITS APPLICATION TO CLINICAL DENTISTRY F. Mesqui, F. Kaeser, P. Fischer
A SYSTEM FOR THE ORIENTATION OF NON-METRIC CAMERA IMAGE PLANE O. Müftüoglu
ZUR ANWENDUNG DER TEIL-MESSKAMMER-TECHNIK IN DER KIEFERORTHOPÄDIE J. Peipe [...] W. Wester-Ebbinghaus
New Photogrammetric Instrumentation for Use In Medical Applications Gary Robertson
ANALYTICAL PLOTTER ATTACHMENT FOR THE REFLEX MICROSCOPE P. J. Scott and C. J. Wonnacott
An Economical Approach to Measuring Anthropological Shapes by Photogrammetry T. Y. Shih and W. Faig
THREE-DIMENSIONAL MAPPING OF RETINAL VESSELS IN OPHTHALMOLOGY Takenori Takamoto, Ph. D. and Bernard Schwartz, M. D., Ph. D.
MEASUREMENT AND ANALYSIS OF HUMAN BACK SURFACE SHAPE Alan R. Turner-Smith J. Derek Harris
[WORKING GROUP V/6. DIGITAL AND REAL-TIME CLOSE-RANGE PHOTOGRAMMETRY]

[WORKING GROUP V/6. DIGITAL AND REAL-TIME CLOSE-RANGE PHOTOGRAMMETRY]
A REAL-TIME SYSTEM FOR OBJECT MEASUREMENT WITH CCD CAMERAS by S. F. EL-HAKIM
REAL-TIME PHOTOGRAMMETRY AS USED FOR MACHINE VISION APPLICATIONS Henrik Haggrén
TEST OF ALGORITHMS FOR SEQUENTIAL ADJUSTMENT IN CLOSE RANGE PHOTOGRAMMETRY Knut Ragnar Holm
ENHANCED SINGLE CAMERA PHOTOGRAMMETRY ALGORITHMS FOR REAL-TIME CONTROL APPLICATIONS R. C. Hughes
AUTOMATIC POINT DETERMINATION IN A RESEAU-SCANNING SYSTEM Thomas Luhmann
AUTOMATED THREE DIMENSIONAL MEASUREMENT USING STEREO CCD CAMERA IN THE APPLICATION TO CLOSE RANGE PHOTOGRAMMETRY SHUNJI MURAI [...] FUMIO OTOMO and HITOSHI OHTANI
A FLEXIBLE MACHINE VISION GUIDANCE SYSTEM FOR 3-DIMENSIONAL CONTROL TASKS H. F. L. Pinkney and C. I. Perratt
PARTICLES FLOW DETERMINATION IN 4-DIMENSIONAL SPACE L. POCZTAR, G. LOOPUYT, H. MAITRE
COMPONENTS FOR VIDEO-BASED PHOTOGRAMMETRY OF DYNAMIC PROCESSES R. R. REAL
CCD-RESEAU-ABTASTING - EIN NEUES PRINZIP FÜR DIGITALE BILDVERARBEITUNG (CCD-RESEAU-SCANNING - A NEW PRINCIPLE FOR DIGITAL IMAGE PROCESSING) W. Wester-Ebbinghaus
STEREO SOLID STATE CAMERA SYSTEMS Dr. Kam W. Wong
[ISPRS/CIPA COMMITTEE: ARCHITECTURAL PHOTOGRAMMETRY]
A SURVEY OF CASERTA ROYAL PALACE EXPERIMENTS IN A METHOD OF INTEGRATED SURVEY C. Cundari, M. Fondelli, G. M. Iacobitti, L. Ippolito
COMPUTER AIDED MATHEMATICAL MODELLING OF A COMPLEX 3D-OBJECT Teodor Fiedler, Svetozar Petrovic, Miljenko Lapaine, Miljenko Jandric-Sare
PHOTOGRAMMETRY AND ARCHITECTURE: THE ANATOMY OF BERNINI'S BALDACHIN (1624-33) W. C. Kirwin [...] C. di Thiene
PHOTOGRAMMETRISCHE BAUAUFNAHME DER "KIRCHEN VON SIENA" - ENTWICKLUNG EINES KONZEPTS ZUR VERMESSUNG VON GROSSBAUWERKEN R. Kotowski [...] J. Peipe [...] W. Wester-Ebbinghaus
PHOTOGRAMMETRY AND PHCTOINTERPRETATION ON THE STUDY AND PRESERVATION OF THE CULTURAL INHERITANCE Patmios E., Halkias Th., Lasaridou M.
GEOMETRIE DE L'ARCHITECTURE Jean-Paul SAINT-AUBIN
RECORDING AND REPLICATING A TSIMSHIAN STONE MASK BY CLOSE RANGE PHOTOGRAMMETRY P. Sawyer and L. Bell
SAMPLES FOR PREDICTION SUPPORT OF ACHAEOLOGIC MONUMENTS W. Schuhr, E. Kanngieser and M. Medefind
REMARKS ON THE USE OF ANALYTICAL ORTHOPHOTO SYSTEM IN NON-TOPOGRAPHIC PHOTOGRAMMETRY C. Sena
[PAPERS RECEIVED AFTER CLOSING DATE]
HIGH RESOLUTION ;OIRE PHOTOGRAPHY by C Forno
PHOTOGRAMMETRIC PLATE MEASURING FACILITIES AT NPL Simon Oldfield
Cover

Full text

EL 
SPORE 
Te Tg By d 
BRA PR a AU S 
  
  
     
    
    
   
   
  
    
    
    
          
      
    
  
    
     
    
  
   
  
Stereo pairs of photographs are taken with nearly 100% overlap and 20% depth of 
field. Eighty object points are normally distributed within the drawn field. 
The control data are provided by designating certain number of true coordinates 
values from the object points. The number has three options of 21, 12 and 6. 
The observations of image coordinates are obtained by damaging the true image 
coordinates with artificial errors. The random errors follow the normal 
distribution N(O, O2), in which O has the choice of 11, 31, 9n and 22n. The 
systematic errors are produced according to the classical physical model: 
Xg= xo(x-x ) (k4r2 ko r^ kgrÓ )4 
*p4(r242(x-x9)2)42po(x-xo9)(y-yo)*A(y-Yg9) ^ (22a) 
Ya“ Vot Yo ) (ky rl fkor A dk, ró ) + 
AD r2+2(y-y,)2) 2p, (2-2, ) (7-3, ) +B 5-7.) , (22b) 
in which x and y are image coordinates, r?z(x-xg)?4(y-yo)? and the other symbols 
are parameters which are given three Sets of values in Setting conditions and 
taken as additional unknown parameters in adjustments. 
  
code'position Xo Yo 
k p p A B 
1 2 1 
name of photo c 2 
k 
2 —2 + 2,30 Det eh ci x ai 53 
  
  
  
| (Gm 10m 10d 1 sx 10 8 10 nu MORE 407 1 
G L 0.1 0,1 0.3 0.1 0.2 —0.2 0.2 -0.1 0.4 
R -0.1 -0. 1 0.4 -0.1 0,3 0.4 -0.1 0,5 0.1 
D L 10 10 3 1 —1 2 —2 5 —10 
R 5 —10 4 1 -2 1 2 —12 8 
H L 100 100 es Q.1 —0. 1 0.2 -0.2 50 -10 
R 50 -100 0.4 0.1 —-0.2 0.1 0.2 —12 8 
  
Table 1: Three Sets of Simulated Systematic Errors 
To compare the two methods with the least squares Self-calibrating method with 
free additional parameters and the non-self-calibrating method without additional 
parameters, all the four methods have been executed to every case examined. The 
root mean square of the real errors of position of all object points has been 
taken as the criterion for comparison. 
The results of the experiments are listed in table2--5. It is shown by the 
results that: 
1. Method! and Method2 can acquire more accurate results than both the least 
squares self-calibrating method with free additional parameters and the 
non-Self-calibrating method without additional parameters, at least, if not 
in Some cases, still be closer to the better of them. This might be true 
for any number of additional parameters. These two methods can thus be said 
to be safe and robust in respect that this effect of the two methods to 
SyStematic errors is much like that of the "robust method" to gross errors 
(see Kubik,1984). 
2. In the cases of large random errors and variance factors and small systematic 
errors, the two methods are much better than the least squares method which 
is now at a disadvantage. While, in the contrary cases in which the least 
Squares method turns Superior, the two methods have little improvement and 
Sometimes are even not as good as the least squares method. That is shown 
in t8ble2,5snd4. 
>. When the number of control data decreases, the least squares method becomes 
worSe, and the two methods improve it a lot. This means that using the two 
methods can save control data. That is shown in table4. 
The two methods have almost the same trend. The cases in which Method2 is 
better than Method1 are in the majority. But in the cases where the values 
of systematic error parameters have great disparity like set H, Method! is 
considerably superior to Method2 as shown in tableb. 
T 
- 54 - 
   
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Table 2 
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