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XVIIIth Congress (Part B2)

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fullscreen: XVIIIth Congress (Part B2)

Multivolume work

Persistent identifier:: 1667435949

Title:: XVIIIth Congress

Sub title:: Vienna, Austria 1996

Year of publication:: 1996

Place of publication:: Vienna

Publisher of the original:: Austrian Society of Surveying and Geoinformation

Identifier (digital):: 1667435949

Language:: English

Editor:: Kraus, Karl; Waldhäusl, Peter

Corporations:: International Society for Photogrammetry and Remote Sensing, Congress, 18., 1996, Wien; International Society for Photogrammetry and Remote Sensing

Adapter:: International Society for Photogrammetry and Remote Sensing, Congress, 18., 1996, Wien; International Society for Photogrammetry and Remote Sensing

Founder of work:: International Society for Photogrammetry and Remote Sensing, Congress, 18., 1996, Wien; International Society for Photogrammetry and Remote Sensing

Other corporate:: International Society for Photogrammetry and Remote Sensing, Congress, 18., 1996, Wien; International Society for Photogrammetry and Remote Sensing

Document type:: Multivolume work

Volume

Persistent identifier:: 1667438379

Title:: XVIIIth Congress

Scope:: 449 Seiten

Year of publication:: 1996

Place of publication:: Vienna

Publisher of the original:: Austrian Society of Surveying and Geoinformation

Identifier (digital):: 1667438379

Illustration:: Illustrationen, Diagramme

Signature of the source:: ZS 312(31,B2)

Language:: English

Additional Notes:: Erscheinungsdatum des Originals ist anhand des Copyrightjahrs ermittelt.

Usage licence:: Attribution 4.0 International (CC BY 4.0)

Editor:: Kraus, Karl; Waldhäusl, Peter

Corporations:: International Society for Photogrammetry and Remote Sensing, Congress, 18., 1996, Wien; International Society for Photogrammetry and Remote Sensing; International Society for Photogrammetry and Remote Sensing, Commission Instrumentation for Data Reduction and Analysis

Adapter:: International Society for Photogrammetry and Remote Sensing, Congress, 18., 1996, Wien; International Society for Photogrammetry and Remote Sensing; International Society for Photogrammetry and Remote Sensing, Commission Instrumentation for Data Reduction and Analysis

Founder of work:: International Society for Photogrammetry and Remote Sensing, Congress, 18., 1996, Wien; International Society for Photogrammetry and Remote Sensing; International Society for Photogrammetry and Remote Sensing, Commission Instrumentation for Data Reduction and Analysis

Other corporate:: International Society for Photogrammetry and Remote Sensing, Congress, 18., 1996, Wien; International Society for Photogrammetry and Remote Sensing; International Society for Photogrammetry and Remote Sensing, Commission Instrumentation for Data Reduction and Analysis

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:: EXPERIMENTAL STUDY OF OPTIMAL DIGITAL MAPPING PARAMETERS Kurt Kubik, Director, [...] Peter Harvey, Director, [...]

Document type:: Multivolume work

Structure type:: Chapter

Contents

Table of contents

XVIIIth Congress
XVIIIth Congress (Part B2)
Cover
Title page
ISPRS Council 1992 - 1996
International Archives of Photogrammetry and Remote Sensing (IAPRS)
Volume XXXI, Part B2
Technical Commission II Systems for Data Processing, Analysis and Representation
Editorial Team
Copyright 1996
For Sale after the Congress
Foreword
Table of Contents
FEDERATED MULTI-DATABASE INFRASTRUCTURE FOR GIS INTEROPERABILITY - THE DELTA-X PROJECT Mosaad Allam, Cherian Chaly [...] Ekow Otoo [...]
CARTOGRAPHIC ALTERNATIVES IN THE AMAZON CARTOGRAPHIC Engineer: Eliane Alves da SILVA, MSc.
GIS TECHNIQUES AND HYBRID PARAMETRIC/NON-PARAMETRIC IMAGE CLASSIFICATION: A CASE STUDY SHOWING THE POTENTIAL FOR SIGNATURE TRAINING AND ACCURACY ASSESSMENT Thomas Blaschke
SAR SPECKLE SIMULATION Regine Bolter, Margrit Gelautz, Franz Leberl
EXTRACTING SPATIAL INFORMATION FROM DIGITAL VIDEO IMAGES USING MULTIPLE STEREO FRAMES Martin Braess, [...]
PHODIS AT - An Automated System for Aerotriangulation Josef Braun, Liang Tang and Rasmus Debitsch
THE FUTURE OF SOFTCOPY IN PHOTOGRAMMETRIC MAPPING FIRMS Gary G. Brown, President, Aerial Services, Inc.
SISCAM softcopy photogrammetric workstation G. Capanni, F. Flamigni
PERFORMANCE IMPROVEMENT FOR THE TRIANGULATION PROCESS ON LEICA ANALYTICAL WORKSTATIONS BY SEQUENTIAL ADJUSTMENT USED FOR CONTINUOUS QUALITY CONTROL AND DIGITAL POINT TRANSFER Alain Chapuis
Defining and Representing Temporal Objects for Describing the Spatio-Temporal Process of Land Subdivision Jun CHEN, Yanfen LE
ANALOGICAL EQUIPMENT - ASSISTED DIGITAL DATA EDITING Dr. eng. Gh. CORCODEL, [...]
DETERMINING AN INTERCHANGE STANDARD FOR THE NATIONAL SPATIAL DATA INFRASTRUCTURE OF TURKEY Çetin CÖMERT, Gürol BANGER
RECENT DEVELOPMENTS IN DIGITAL PHOTOGRAMMETRIC SYSTEMS FROM LEICA-HELAVA DSW 1 Alex Dam [...] A. Stewart Walker [...]
Processing and Display of Three-Line Imagery at a Digital Photogrammetric Workstation Christoph Dörstel [...] Timm Ohlhof [...]
VGIS - a Graphical Front-End for User-Oriented Analytical GIS Operations Jochen Albrecht, Hartmut Brösamle and Manfred Ehlers
Network Distribution Techniques of the Global 1-km AVHRR Data Set Jeffery C. Eidenshink and Lyndon R. Oleson
A MOBILE MULTI-SENSOR SYSTEM FOR GIS APPLICATIONS IN URBAN CENTERS Naser El-Sheimy
STEREO-IMAGE REGISTRATION BASED ON UNIFORM PATCHES M. Abbasi-Dezfouli [...] T. G. Freeman [...]
ANALYSIS OF THE GEOMETRIC PARAMETERS OF SAR INTERFEROMETRY FOR SPACEBORNE SYSTEMS Rüdiger Gens and John L. van Genderen
TOWARDS AN OPERATIONAL DIGITAL VIDEO PHOTOGRAMMETRIC SYSTEM FOR 3-D MEASUREMENTS E. Tournas, [...] Dr. A. Georgopoulos, [...]
A MODULAR NEURAL ARCHITECTURE FOR IMAGE CLASSIFICATION USING KOHONEN FEATURE EXTRACTION Márcio L. Goncalves, Márcio L. de Andrade Netto, Jurandir Zullo Júnior
Integrated Photogrammetric Systems at Science Applications International Corporation Clifford W. Greve, Ph.D., Scott E. Webster
DIGITAL PHOTOGRAMMETRIC STATIONS REVISITED Armin Gruen
THE EPOS SPECKLE FILTER: A COMPARISON WITH SOME WELL-KNOWN SPECKLE REDUCTION TECHNIQUES Wilhelm Hagg, Manfred Sties
THE DPA-SENSOR SYSTEM FOR TOPOGRAPHIC AND THEMATIC MAPPING Michael Hahn, Dirk Stallmann, Christian Stätter [...] Franz Müller [...]
DEVELOPMENT OF A DIGITAL-IMAGE-BASED-PLOTTER AND ITS APPLICATION TO GROUND DISPLACEMENT MEASUREMENT IN THE KOBE EARTHQUAKE Susumu Hattori, [...] Atsushi Okamoto, [...] Tetsu Ono, [...] Hiroyuki Hasegawa [...]
Design of a Mobile Mapping System for GIS Data Collection Guangping He
SOFTWARE FOR MANAGING COUNTRY-WIDE DIGITAL ELEVATION DATA Franz Hochstöger [...]
Evaluation of Several Speckle Filtering Techniques for ERS-1&2 Imagery Yonghong Huang and J. L. van Genderen
THEMATIC INFORMATION EXTRACTION IN A NEURAL NETWORK CLASSIFICATION OF MULTI-SENSOR DATA INCLUDING MICROWAVE PHASE INFORMATION. Gerrit Huurneman, Rüdiger Gens, Lucas Broekema
AUTONOMOUS AND CONTINUOUS GEORECTIFICATION OF MULTI-ANGLE IMAGING SPECTRO-RADIOMETER (MISR) IMAGERY Veljko M. Jovanovic, Michael M. Smyth, and Jia Zong
CONTROLLING AND UPDATING OF 3D - URBAN DATA WITHIN A DIGITAL PHOTOGRAMMETRIC WORKSTATION Peter Kempa, Eckhard Siebe
PROJECT SWISSPHOTO - DIGITAL ORTHOPHOTOS FOR THE ENTIRE AREA OF SWITZERLAND Thomas Kersten, William O’Sullivan
IMAGE NAVIGATION FOR EMERGENCY RESPONSE (INFER) Loey Knapp, Senior Systems Analyst, [...] John Turek, Research Staff Member, [...] Patricia Andrews, Project Leader, [...] Christopher Elvidge, [...]
A DATABASE FOR A 3D GIS FOR URBAN ENVIRONMENTS SUPPORTING PHOTO-REALISTIC VISUALIZATION Michael Kofler, Herwig Rehatschek, Michael Gruber
EXPERIMENTAL STUDY OF OPTIMAL DIGITAL MAPPING PARAMETERS Kurt Kubik, Director, [...] Peter Harvey, Director, [...]
EARTH OBSERVATION FOR IDENTIFICATION OF NATURAL DISASTERS EOFIND Dr. Steffen Kuntz, Claudia Streck [...] Claudia Kessler [...] Carlo Lavalle [...]
3-D MODELLING OF BUILDINGS FROM DIGITAL AERIAL IMAGERY Jussi Lammi
3D-WIREFRAME MODELS AS GROUND CONTROL POINTS FOR THE AUTOMATIC EXTERIOR ORIENTATION Thomas Läbe, Karl Heiko Ellenbeck
Building a Production System to Support the National Digital Orthophoto Program: An Integration Challenge George Y. G. Lee and David C. Hooper
Describing Spatial Relation based on Voronoi Diagram in Discrete Space Chengming LI, Jun CHEN
MOBILE MAPPING FOR 3D GIS DATA ACQUISITION R. Li, M. A. Chapman, L. Qian, Y. Xin and C. Tao
DIGITAL PHOTOGRAMMETRIC STATION "DELTA" Malov V. [...] Oleynik S. [...] Gajda V. [...] Zotov G. [...]
A PC - BASED SOLUTION FOR COMPUTER AIDED PHOTOGRAMMETRIC MAPPING ON ANALOG STEREOPLOTTERS Dragan Mihajlovié, Zeljko Cvijetinovic
AUTOMATION IN DIGITAL PHOTOGRAMMETRIC SYSTEMS Scott B. Miller [...] Fidel C. Paderes Jr. [...] A. Stewart Walker [...]
DESIGN OF AN AIRBORNE INTERFEROMETRIC SAR FOR HIGH PRECISION DEM GENERATION Joáo Moreira
SPECKLE FILTERING FOR JERS-1/SAR IMAGERY Masatoshi MORI, Tomonori YOKOYAMA, and Noboru YAMAMOTO [...]
STEREOSCOPIC IMAGE PROCESSING USING A DIGITAL PHOTOGRAMMETRIC SYSTEM Nobuhiko Mori : [...] Shunji Murai : [...]
ERRORS AND TOLERANCES IN THE MAPPING, PHOTOGRAMMETRY, RS AND GIS INTEGRATION Prof, dr. Nitu Constantin, [...] Dipl. eng. Nitu Calin Daniel, [...]
A MOBILE OFFICE FOR SURVEYORS. Martin J. Nix, M. Surv.
A CORRELATIVE TECHNIQUE FOR CORRECTION OF SHADING EFFECTS IN DIGITAL MULTISPECTRAL VIDEO IMAGERY. Cindy Ong
SEMI-AUTOMATIC DIGITAL PHOTOGRAMMETRIC SYSTEM ON PC OYAMA Yoichi
SYSTEMS FOR INTEGRATED GEOINFORMATION: stages of evolution Morakot Pilouk
COST-EFFECTIVE DIGITAL PHOTOGRAMMETRY Frantisek Pivnicka, Vladimir Cervenka, Karel Charvát, Ales Limpouch
INDUSTRY TRENDS FOR PC BASED GIS Gordon Plunkett [...] Y. C. Lee [...]
METADATA REQUIREMENT FOR GIS: A CANADIAN EXPERIENCE Gordon Plunkett
AUTOMATIC TIE-POINTING IN OVERLAPPING SAR IMAGES Arnold BAUER, Hannes RAGGAM, Wolfgang HUMMELBRUNNER
ELSM AND GLSR TECHNIQUES OF ARRAY ALGEBRA IN SHAPE MATCHING AND MERGE OF MULTIPLE DEMs Urho A. Rauhala
A CONCEPT FOR A NETWORK-BASED DISTRIBUTED IMAGE DATA ARCHIVE Herwig Rehatschek,[...]
AIR MASS MOTION REMOTE CONTROL SYSTEM A. L. Logutko [...] N. A. Rosental, V. N. Glazov, K. V. Obrosov, [...]
DESCTOP MAPPING AND GIS SYSTEM - DIGIMAP-GeoSET Jerzy Saczuk
INVESTIGATION OF AERIAL TRIANGULATION AND SURFACE GENERATION USING A SOFTCOPY PHOTOGRAMMETRIC SYSTEM Professor Frank L. Scarpace and Raad A. Saleh
PRODUCTION D'IMAGES SYNTHÉTIQUES DE HAUTE RÉSOLUTION POUR LA STÉRÉORESTITUTION PHOTOGRAMMÉTRIQUE par Florin Savopol, Michel Boulianne et Clément Nolette
AUTOMATED GENERATION OF COLOURED ORTHOIMAGES AND IMAGE MOSAICS USING HRSC AND WAOSS IMAGE DATA OF THE MARS96 MISSION Frank Scholten
OPERATIONAL EXPERIENCES OF DIGITAL PHOTOGRAMMETRIC SYSTEMS Martin J. Smith and Douglas G. Smith
EXPRESSION OF THREE DIMENSIONAL SPACE WITH DIGITAL CARTOGRAPHIC DATA AND COMPUTER GRAPHICS METHOD Takayasu OHTSUKA, Hidehisa TAKAHASHI, Hiroshi MASAHARU, Takashi ISAKA, Yoshikazu FUKUSHIMA
IMPLEMENTATION OF A PHOTOGRAMMETRIC RANGE SYSTEM Antonio Maria Garcia Tommaselli [...] Milton Hirokazu Shimabukuro [...] Patricia A. Paiola Scalco, Fernando M. A. Nogueira
SELF-ORGANIZING NEURAL NETWORKS IN FEATURE EXTRACTION Mr. Markus Törmä
AUTOMATIC HEIGHT EXTRACTION FROM ERS-1 SAR IMAGRY Zway-Gen Twu, I. J. Dowman
DIGITAL PHOTOGRAMMETRIC WORKSTATIONS 1992-96 A Stewart Walker [...] Gordon Petrie [...]
DYNAMIC WINDOW SIZE LEAST SQUARES MATCHING FOR AERIAL TRIANGULATION POINTS Shue-chia Wang, Sysh-Hong Chiu, Chi-Chang Tsai
A CLIENT/SERVER MAP VISUALIZATION COMPONENT FOR AN ENVIRONMENTAL INFORMATION SYSTEM BASED ON WWW J. Wiesel, W. Hagg [...] A. Koschel, R. Kramer, R. Nikolai [...]
A NEW METHOD OF PHOTOGRAPHIC IDENTIFICATION IN FIELD WORK - EPSA PHOTOGRAPHIC IDENTIFICATION SYSTEM Delin Yang Professor, [...]
STATISTICAL TEST FOR EVALUATION OF THE ACCURACY OF DIGITAL MAPS FOR GEO-SPATIAL INFORMATION SYSTEM Prof. Bock-Mo Yeu [...] Prof. Hyun Kwon [...] Researcher Seok-Kun Lee [...] Researcher Dong-Bin Shin [...]
DESIGN AND APPLICATION OF SPATIAL INFORMATION MANAGEMENT SYSTEM FOR CITY LAND ASSESSMENT Genong Yu
A PORTABLE SOFTWARE SYSTEM FOR A DIGITAL PHOTOGRAMMETRIC STATION P. Zatelli, PhD. student, [...]
VIRTUOZO DIGITAL PHOTOGRAMMETRY SYSTEM AND ITS THEORETICAL FOUNDATION AND KEY ALGORITHMS Prof. Jianging Zhang, Prof. Zuxun Zhang, Dr. Weiming Shen and Zhihong Wang
THE CONTRIBUTION OF INFORMATION THEORY TO DEVELOPMENT OF MAPPING THEORY OF DIGITIZED AIRPHOTOS (Northwest University, China, Zhang Renlin )
DIGITAL POINTS TRANSFER FOR AEROTRIANGULATION BY ANALYTICAL PLOTTER G. A. Zotov, L. B. llyin, S. S.Nekhin, [...] S. V. Oleinik, [...]
Appendix: Authors and Co-authors Index Volume XXXI, Part B2 - ISPRS Commission Il
Appendix: Keywords Index Volume XXXI, Part B2 - ISPRS Commission II
Cover

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Size/m Type Pixel/m Mbyte Points match% Elapse System Exec.
25/0.63 grey 21/13 1 80.0 94,102 99.0 25:42 30.6 1369.0
50/1.25 grey 11/13.8 20.0 94,046 96.3 8:51 8.4 497.4
50/1.25 col 11/13.8 60.0 94,853 98.3 11:04 22.4 513.4
100/2.5 grey $/12.5 5.0 114,880 98.3 5:13 4.0 300.8
200/5.0 grey 5/25.0 13 28,191 99.0 1:11 1.4 67.1
400/10.0 grey 5/50.0 0.3 13,323 98.4 0:18 0.7 16.7

Table 2, VirtuoZo Processing Time for SG Personal Iris 4d30 work station vs Scan Resolution
where Size
= pixel size in microns/size on ground in metres
Type = greyscale or colour
Pixels
Size of the matching window in pixels/size on ground
Mbytes = Size of the image files in mega bytes, minimum
Points = Total number of points matched
Mtch% = Mathematical reliability of match from VirtuoZo (not true accuracy)
Elapse = Elapsed time for matching process (min:sec)
System = System time for matching process (seconds)
Exec = Execution time for matching process (seconds)
Digital elevation models and contour maps were then derived
by VirtuoZo for each of the resulting stereo coverages. Thus
nine stereo pairs with a photo scale of 1:5000 were processed
using VirtuoZo and joined to form a single DEM. . Similarly,
further DEM's from four 1:10000 pairs and two 1:25000 pairs
were also processed. The project area was finally covered by a
section of the 1:50000 stereo model. Absolute orientation
parameters were imported and kept identical for all tests in
order to eliminate that potential operator induced error source.
Processing times were recorded for the matching process in
VirtuoZo to estimate the overhead caused by image size. Table
2lists exemplary DEM processing times of VirtuoZo for one
model 1:25 000, digitised at different pixel sizes.
We note that timing took place on a slow Personal Iris 4d30
workstation running at 30 Mhz, while normal production
machines run in the order of 150-200 Mhz. It is interesting to
note that the time change is non - linear. This is because the
number of points matched is not dependant purely on the
resolution but also on the number of pixels in the matching
window. For this exercise we attempted to keep the size of the
match window on the ground constant, however for the coarser
resolutions we were unable to maintain this intention as the
automatic process normally needs a minimum of 5 pixels to
maintain its integrity. Absolute orientation parameters were
imported for all tests in order to eliminate that potential
operator induced error source of absolute orientation.
Table 3 gives the accuracy results of the DEM tests, showing
the dependency of height accuracy on scan size and photo scale.
The RMS value of spot height measurements is given in units
of metre. Also listed are the height accuracy specifications of
the Queensland Department of Primary Industries (QDPI). We
note, that VirtuoZo spot height accuracy is in the order of 1
pixel for the small pixel sizes of 12.5 and 25 microns and 0.3 to
0.5 pixel for pixel sizes 50 microns and beyond. It degrades
approximately linear with photo scale. The results appear to be
less dependent on scan resolution than on photo scale. The
RMS values are in the order of 1/7000 of flying height for 25
micron resolution, degrading to 1/2500 of flying height for the
50 micron scans. No significant differences were found for
colour and black/white photography. Based on the results
available, we can conservatively estimate VirtuoZo's DEM
accuracy to be in the order of 1 pixel size. As a word of caution
we again point out that absolute orientation parameters were
imported for all tests in order to eliminate that potential
operator induced error source.
4. COMPRESSION TESTS
The 1:1600 images were further used to study the effect of
JPEG compression (pixel size 25 micron) Orientation
parameters were again imported in order to eliminate the
orientation errors. Lossy compression was used with quality
factors of 75 and 60. For one single image, the file size through
this compression reduced from 81.8 Mb to 13.5 Mb and 10.6
Mb respectively. The resulting DEM's showed differences of
RMS 0.002m and 0.003m resp. against the uncompressed
processing. This corresponds to 1 to 2 microns of accuracy loss
and can readily be tolerated.
Further compression according to the standard JPEG format
created artefacts such as blockiness in the image which was
regarded as unacceptable from a cartographic point of view, for
the task of producing ortho photo maps. This blockiness is a
clearly visible square block structure with noticeable different
average grey levels in adjacent blocks (Wallace, 1991).
205
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B2. Vienna 1996

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