Retrodigitalisierung Logo Full screen
  • First image
  • Previous image
  • Next image
  • Last image
  • Show double pages
Use the mouse to select the image area you want to share.
Please select which information should be copied to the clipboard by clicking on the link:
  • Link to the viewer page with highlighted frame
  • Link to IIIF image fragment

Modern trends of education in photogrammetry & remote sensing

Access restriction

There is no access restriction for this record.

Copyright

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

Bibliographic data

fullscreen: Modern trends of education in photogrammetry & remote sensing

Monograph

Persistent identifier:
856467936
Title:
Modern trends of education in photogrammetry & remote sensing
Sub title:
ISPRS Commission VI Symposium, September 13 - 16, 1990, Rhodes Island, Greece
Scope:
1 Online-Ressource (251 Seiten)
Year of publication:
1990
Place of publication:
Athens
Publisher of the original:
Technical Chamber of Greece
Identifier (digital):
856467936
Illustration:
Diagramme
Language:
English
Usage licence:
Attribution 4.0 International (CC BY 4.0)
Publisher of the digital copy:
Technische Informationsbibliothek Hannover
Place of publication of the digital copy:
Hannover
Year of publication of the original:
2016
Document type:
Monograph
Collection:
Earth sciences

Chapter

Title:
Education (WG VI/2 and WG VI/7).
Document type:
Monograph
Structure type:
Chapter

Chapter

Title:
ON THE IMPORTANCE OF PROJECTIVE GEOMETRY FOR ANALYTICAL AND DIGITAL PHOTOGRAHMETRIC RESTITUTION. Gerhard Brandstatter.
Document type:
Monograph
Structure type:
Chapter

Contents

Table of contents

  • Modern trends of education in photogrammetry & remote sensing
  • Cover
  • ColorChart
  • Technical Programme - Contents
  • [Vorwort]
  • [Vorwort]
  • [Vorwort]
  • [Vorwort]
  • The Impact of Technology on Working Methods, Education, and Professional Status in Photogrammetry and Remote Sensing. F. Ackermann.
  • Education of Photogrammetry (WG VI/2).
  • A modern approach to photogrammetric curricula. A. Gruen.
  • EDUCATION IN PHOTOGRAMMETRY AT THE OHIO STATE UNIVERSITY. Kurt Novak and Anton F. Schenk.
  • Low Cost Digital Photogrammetrie System for Education and Training. Shunji Murai.
  • Education of Photogrammetry (WG VI/2).
  • SENSE AND NONSENSE IN OUR DISCIPLINE AND PROFESSION. Teodor J. Blachut.
  • ITC EXPERIENCE WITH LIS/CADASTRE COURSES. J. Kure - F. Amer.
  • ITC TRAINING PACKAGE FOR PHOTOGRAMMETRIC OPERATORS (TPPO). C. Paresi.
  • ITC M.Sc. Degree Programme in Integrated Map and Geo-Information Production. J. Drummond, C. Paresi.
  • COURS DE FORMATION POUR OPERATEUR EN RELEVEMENT PHOTOGRAMMETRIQUE DES BIENS CULTURELS.
  • Education of LIS/GIS (WG VI/2 and WG VI/7).
  • THE SCOPE AND CONTENT OF EDUCATION PROGRAMS IN LAND AND GEOGRAPHIC INFORMATION SYSTEMS (LIS/GIS). Grenville Barnes and Duane F. Marble.
  • EDUCATION IN GIS/LIS AT THE DEUT UNIVERSITY OF TECHNOLOGY. M. J. M. Bogaerts.
  • REMOTE SENSING AND GIS EDUCATION IN THE UNITED STATES: A PERSPECTIVE FROM THE AMERICAN SOCIETY FOR PHOTOGRAMMETRY AND REMOTE SENSING. Daniel L. Civco, Ralph W. Kiefer.
  • INTERDISCIPLINARY EDUCATION IN REMOTE SENSING AND GIS THE WISCONSIN EXPERIENCE. Ralph W. Kiefer, Thomas M. Lillesand.
  • REMOTE SENSING AND GIS EDUCATION AT THE UNIVERSITY OF THE AEGEAN DEPARTMENT OF ENVIRONMENTAL STUDIES. John N. Hatzopoulos.
  • THE NEW GIS COURSE AT THE NATIONAL TECHNICAL UNIVERSITY. J. BADEKAS.
  • Education of Remote Sensing (WG VI/7).
  • REMOTE SENSING EDUCATION AND RESEARCH BASIC CHARACTERISTICS AND TRENDS STRUCTURE AND FUNCTIONS. D. Rokos.
  • Photogrammetry and Remote Sensing in Civil Engineering. Patmios E.
  • Information retrieval and Technical Co-operation (WG's Vi/4, VI/5 and WG VI/6).
  • PROPOSED ISPRS PARTICIPATION IN AN INTERNATIONAL PUBLICATION RECYCLING PROGRAMME. Ann Stewart.
  • EDUCATION AND PROFESSIONAL PRACTICE: UNDEFINED RELATION. Emmanouel S. Kapokakis.
  • Education (WG VI/2 and WG VI/7).
  • EDUCATION AND TRAINING IN CARTOGRAPHY. Ferjan Ormeling.
  • THE LAND SURVEYING TRAINING IN ZAMBIA. Aleksandra Bujakiewicz.
  • ON THE IMPORTANCE OF PROJECTIVE GEOMETRY FOR ANALYTICAL AND DIGITAL PHOTOGRAHMETRIC RESTITUTION. Gerhard Brandstatter.
  • NOAA SATELLITE STATION IH GREECE : PROSPECTS OF ESTABLISHING AND USES IN REMOTE SENSING EDUCATION.
  • History, MLD and National Reports (WG's VI/1, VI/3 and TF).
  • ANALYTICAL METHODS AND INSTRUMENTS. Sanjib K. Ghosh.
  • Problems and Status of ISPRS-Dictionary. G. Lindig.
  • RADARSAT: A new source of data for resource management. E. J. LANGHAM.
  • The National Reports Prepared bv the ISPRS Member Countries for ISPRS Congresses.
  • CLOSING SESSION.
  • Cover

Full text

189 
The Inhomogeneous coordinates of the transformation 
p* —> p" are therefore 
Mi u* ’ 
u 1 " = . 
Mo + (mi~Mo)u 1 ’ + (m2~mo)u 2 ’ + (m3~mo)u 3 1 
1-Ums 1 -um3 2 
UM3 1 
UM3 : 
Mo- » 
Mi “ « 
M2- 
1 —U3 1 —U3 2 
U3 1 
U3 2 
and the affine coordinates 1n the map of an art) 
trary point of the image may be calculated from 
Those formulas hold 1f and only 1f all coordinates 
u 1 refer to the system of the basic points Gh . 
Therefore the measured coordinates v 1 must be 
reduced to this system using the spatial homo 
geneous affine transformation u=Av, where 
A = 
10 0 0 
aio ai 1 ai 2 ai3 
a2o a2i 322 a23 
a30 aai a32 a33 
and the aij can be computed from the measured 
coordinates of the basic points by 
Avi = ei 1=0,1,2,3 
ei 1s the homogeneous “unit vector" with 1 at the 
positions 0 and i. 
1.4 Transformation between protective planes 
The transformation between projective planes meets 
the well-known rectification of linear images of 
plane objects. The algebraic-projective procedure, 
which represents a very elegant proof of this 
method, may easily be derived from the relations of 
section 1.3 omitting all fourth components. Its 
spedai treatment is given in {Brandstatter, 1989). 
The dimension of the projective spaces "map" and 
"Image" is n=2, the required number of control 
points n+2=4. Three of them (fig.2) define the 
respective affine systems. As in the map all points 
have orthonormal coordinates, the homogeneous 
Fig. 2: The affine coordinate systems of map and 
linear image 
position vectors Xi T = (1,Xi 1 ,Xi 2) have to be 
converted to the affine system of the map by AmXì = 
= um . The components of Am result from AmXi=0ì, 
1=0,1,2, with the determinant 
D = j X11 X12 
- 
X01 X02 
+ 
X01 X02 
j X21 X22 
X21 X22 
X11 X12 
as 
1 ‘ D 0 0 
Am = ~ X02X21-X22X01 X22-X02 X02-X12 , 
D X01X12~Xi1X02 X01-X21 X11-X01 
• 
and the fourth control point now is um.i = AmX3 . In 
the image space the elements of the affine trans 
formation have quite the same shape replacing Xjk 
by vjk and the fourth point 1s U3 = AV3. According 
to (1.3.4) the factors pi are 
Miu 1 
um 1 = 
MO + (pi~Mo)u 1 +(M2-Mo)u 2 
(1.4, 
Flnaly its orthonormal coordinates are derived fr 
Am ' 1 um =X, where the components of Am -1 may 
determined from AM _1 ei=Xi as 
Am* 1 
1 0 0 
X01 X11-X01 X21-X01 
X02 X12-X02 X22-X02 
1.5 Optical rectification 
The procedure of 1.4 could be used for the comput 
tional rectification of digital images.But also t 
traditional optical rectification is a projectl 
method, where the transformation is realized by t 
laws of geometric optics. By means of the foe 
length f of an ideal lens the projection is defin 
by the regular projective matrix 
Pf=- 
f 0 0 1 
0 f 0 0 
-1 
or Pf _ 1 = 
1 0 0 -1/f 
0 10 0 
0 0 f 0 
0 0 G f 
f 
0 0 1 0 
0 0 0 1 
Introducing orthonormal coordinates X,Y,Z (= systi 
of rectifier, fig.3) in order to get metric settii 
elements, the homogeneous position vectors are i 
= (XO ,X1 ,X2 ,X3 ) , X0 = const. (X=X1 /xo , Y=X2/XO ,Z = Xj/X| 
and the projection is performed by x ’ =Pfl 
Therewith the contents of an image plane 
P : h T x = hoxo + hixi + 112x2 + h3X3 = 0 (1.5: 
are to be rectified into a map 
Pm: h’ T x’= ho’xo’+ hi’xi’+ h2’x2’+ h3’x3*= 0. 
The coefficients h’ depend on h because of x=Pr'i 
and therefore h T Pf 1 x’=0, by the simple relation 
h’ T = h T Pr ‘ 1 , (1.5.1 
yielding the equation 
fhoxo’+ fhixi’+ fh2X2*+ (fh3-ho)x3’= 0 (1.5.1 
of the plane Pm. For X3 = X3’=0 this equation ar 
(1.5.1) produce the same homogeneous line S 
hoxo + hixi + h2X2 = 0, 
in the principal plane H of the lens, proving ' 
the condition of Scheimpflug. In order to achiei 
sharp projection over the whole area of the recti 
fication this condition must be satisfied. The Hi 
S, which may be given by the equations 
B T u = 0 in P and Bm t um = 0 in Pm , 
must be parallel to : 
the image of the horizon (fig. 3), represented 
P by the homogeneous equation 
Mo ♦ (pi - mo )u 1 + (M2 - ¡Jo ) u 2 = a T u = 0 
from denominators in (1.4.1) and 
the var 
equatior 
1/Mo+O/ 
which r 
(1.3.2) 
two coef 
Bi =ai , 
Bm 1 = om 1 , 
In analc 
transfor 
an T =a T K' 
As the 
yields u 
Qm 0, qm 
from whi 
Bmo = 1 + 
By means 
plane cc 
can be 
con sum in 
section 
the X-ax 
setting 
performei 
usual 1 y 
1974). T 
lines 
G: ho+h2' 
and the ■
	        

Cite and reuse

Cite and reuse

Here you will find download options and citation links to the record and current image.

Monograph

METS MARC XML Dublin Core RIS Mirador ALTO TEI Full text PDF DFG-Viewer OPAC
TOC

Chapter

PDF RIS

Image

PDF ALTO TEI Full text
Download

Image fragment

Link to the viewer page with highlighted frame Link to IIIF image fragment

Citation links

Citation links

Monograph

To quote this record the following variants are available:
Here you can copy a Goobi viewer own URL:

Chapter

To quote this structural element, the following variants are available:
Here you can copy a Goobi viewer own URL:

Image

To quote this image the following variants are available:
Here you can copy a Goobi viewer own URL:

Citation recommendation

Modern Trends of Education in Photogrammetry & Remote Sensing. Technical Chamber of Greece, 1990.
Please check the citation before using it.

Image manipulation tools

Tools not available

Share image region

Use the mouse to select the image area you want to share.
Please select which information should be copied to the clipboard by clicking on the link:
  • Link to the viewer page with highlighted frame
  • Link to IIIF image fragment

Contact

Have you found an error? Do you have any suggestions for making our service even better or any other questions about this page? Please write to us and we'll make sure we get back to you.

How many grams is a kilogram?:

I hereby confirm the use of my personal data within the context of the enquiry made.