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International cooperation and technology transfer

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

Bibliographic data

fullscreen: International cooperation and technology transfer

Monograph

Persistent identifier:
856490555
Author:
Fras, Mojca Kosmatin
Title:
International cooperation and technology transfer
Sub title:
Ljubljana, Slovenia, February 2 - 5, 2000 : proceedings of the workshop
Scope:
VI, 163 Seiten
Year of publication:
2000
Place of publication:
London
Publisher of the original:
RICS Books
Identifier (digital):
856490555
Illustration:
Illustrationen, 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:
Digital Photogrammetric cameras: a new forward looking approach. P. Fricker, R. Sandau, P. Schreiber
Document type:
Monograph
Structure type:
Chapter

Contents

Table of contents

  • International cooperation and technology transfer
  • Cover
  • ColorChart
  • Title page
  • FOREWORD
  • Table of Contents
  • Analytical methods and new tecnologies for geometrical analysis and geo-referenced visualisation of Historical Maps. Caterina Balletti, Francesco Guerra, Carlo Monti
  • GPS SURVEYING IN CARTOGRAPHY CERTIFICATION. Vincenzo Barrile, Giovanni Pirrone, Rossella Nocera
  • COMPARISON BETWEEN A CAMERA LUCIDA PANORAMA AND A PHOTOGRAMMETRIC SURVEY. PIETRO BROGLIA, EVA SAVINA MALINVERNI, LUIGI MUSSIO
  • SURVEY AND ADJUSTMENT OF THE ALTIMETRIC NETWORK FOR MONITORING GROUND VERTICAL MOVEMENTS IN THE AREA OF PISA. G. Caroti
  • RESULTS OF DGPS EXPERIMENTS WITH DIFFERENT RTCM RADIO SOURCES IN THE CEI AREA. R. Cefalo, R. Pagurut, J. Plasil, T. Sluga
  • HIGHWAY SURVEYING WITH DGPS BASED ON RTCM SATELLITE CORRECTIONS. S. COSSI, M. MARSELLA, C. NARDINOCCHI, L. TOMBOLINI
  • RTK SURVEY USING COMBINED GPS+GLONASS L1/L2 CARRIER PHASES. Crocetto N. - Gatti M. - Marchesini M. - Negroni F. - Russo P.
  • ISPRS Meeting of WG VI/3 and WG IV/3 in Ljubljana (SLOVENIA), 2-5 February 2000 CONTRIBUTION TO HARMONISED LAND USE STATISTICS IN EUROPE. Willibald CROI, Christophe DUHAMEL, Gerd EIDEN, Maxime KAYADJANIAN
  • INTERACTIVE VISUALIZATION OF TERRAIN MODELS AND ORTHOPHOTOS. Lionel Dorffner, assistant professor
  • NEW MAP GRAPHICS. Stanislav Franges
  • Digital Photogrammetric cameras: a new forward looking approach. P. Fricker, R. Sandau, P. Schreiber
  • GEOMORPHOLOGIC IMPROVEMENT OF DTM-s ESPECIALLY AS DERIVED FROM LASER SCANNER DATA. D. Gajski
  • A MAP-BASED WEB SERVER FOR THE COLLECTION AND DISTRIBUTION OF ENVIRONMENTAL DATA. G. Guariso, M. Ferrari, D. Macchi
  • THE FIRST SLOVENIAN NAUTICAL CHART - DIGITAL ON WGS 84. Igor Karnicnik, M. Sc. Dalibor Radovan, M. Sc. Dusan Petrovic,
  • MAKING THE ANAGLYPH MAP. Kresimir Kerestes
  • FOREST BORDER IDENTIFICATION BY RULE-BASED CLASSIFICATION OF LANDSAT TM AND GIS DATA. Andrej Kobler and Dr. Milan Hocevar, Slovenian Forestry Institute, Slovenia Dr. Saso Dzeroski, Jozef Stefan Institute, Slovenia
  • USAGE OF AERIAL PHOTOGRAPHS. Ivan Landek, Stanislav Franges
  • AEROPHOTOGRAMMETRIC IMAGES IN A QUALITY REGIMEN. Lorenzo Leone, Giuseppe Mussumeci, Giuseppe Pulvirenti
  • LAND COVER CHANGE ESTIMATION IN THE COMPILED LAND COVER/LAND USE GIS OF SLOVENIA: JUNE '93-JUNE'97. Lojovic E. H., Sabic D. and Tretjak A.
  • SOME ASPECTS OF CARTOGRAPHIC VISUALISATION OF THE SCREEN - MUTUAL RELATION OF SCAN PIXELS ANS SCREEN PIXELS. Dr. sc. Brankica Malic
  • DIGITAL AUTOMATIC ORTHOPHOTO PRODUCTION WITH LASER LOCATOR AND AERIAL PHOTOGRAPHY DATA. Evgueny Medvedev
  • G.P.S. AND G.I.S. FOR REALIZATION AND GOVERNMENT OF ROAD CADASTRE. Giuseppe Mussumeci
  • DATA INTEGRATION FOR THE DTM PRODUCTION. Tomaz Podobnikar Dr. Zoran Stancic Kristof Ostir
  • APPLICATION OF THE SATELLITE POSITIONING SYSTEMS IN GEODETIC AND GEODYNAMIC PROGRAMMES OF THE CEI WGST SECTION C "GEODESY". Janusz Sledzinski
  • NATIONAL AND MODERN GEODETIC COORDINATE SYSTEMS IN SLOVENIA. Bojan Stopar, Miran Kuhar
  • A LOW COST MOBILE MAPPING SYSTEM. A. Vettore, A. Guarnieri
  • INTERNATIONAL CO-OPERATION FOR DOCUMENTATION AND MONITORING OF THE CULTURAL HERITAGE. Peter Waldhäusl
  • Cover

Full text

64 
Fig. 5. SNR of a CCD-element at a 
saturation load of500,000 electrons and 
rms-noise of235 electrons. 
kpixcl 
Fig. 6. Effect of flat field illumination in 
the focal plane. 
One can clearly see the effect of the shading of the 
lens (at the edges the light intensity falls off to about 
40%) and of the influence of the PRNU. The 
differences of sensitivity of CCDs are usually 
indicated in the datasheets as PRNU values in 
percent of the values of the videocurrent for the 
range far below saturation (mostly at 50% of U mt ). 
We will adhere to this definition here as well. Thus 
in the linear range of the CCD the fixed pattern 
noise of the pixel sensitivity can be expressed 
directly as a signal dependent noise, which is 
converted into a time dependent noise during 
transfer of the charge. 
PRNU PRNU 
o,.. = //.. = cr; 
100% 
100% 
(3) 
Depending on the PRNU of the CCD the signal to 
noise ratio results as: 
SNR = 
(4) 
1 + 
PRNU 
100% 
cr. 
Figure 7 shows the highest attainable SNR at full 
exploitation close to saturation (400,000 to 500,000 
signal electrons) in relation to PRNU, based on the 
aforementioned parameters. Up to a PRNU value of 
0.02% the SNR is determined exclusively by the 
photon noise of the signal, the rms noise of the CCD 
and the noise of the analogue channel. At 0.1% the 
PRNU influence becomes dominant. In the 
engineering model of LH Systems’ new airborne 
digital sensor, described in sections 6 and 7 below, 
the PRNU correction is done pixel-wise. 
Fig. 7. SNR in relation to PRNU assuming 
a thermal and electronic noise of S e [ = 235 
rms-electrons and a signal electron counts 
of500 000 e~. 
Normally light fall-off of the lens system 
(approximately 30%) is corrected simultaneously 
with the PRNU correction. For the estimation or the 
PRNU correction, this fall-off has not been taken 
into account because it does not contribute directly 
to an increase of the SNR. It only contributes 
indirectly through the adaptation of the signal to the 
analogue channel. The correction of light fall-off of 
the lens does not restrict the SNR significantly. 
The efficiency of the correction can be seen in 
Figure 8, which shows imagery of the Reichstag, 
Berlin, taken with the engineering model of the LH 
Systems airborne digital sensor on 23 April 1999. 
The flying height was 3 km and the ground sample 
distance is 0.25 m. In the radiometrically zoomed- 
out image parts no noise can be seen.
	        

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Fras, Mojca Kosmatin. International Cooperation and Technology Transfer. RICS Books, 2000.
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