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XVIIIth Congress (Part B5)

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fullscreen: XVIIIth Congress (Part B5)

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:: 1667448226

Title:: XVIIIth Congress

Scope:: 626 Seiten

Year of publication:: 1996

Place of publication:: Vienna

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

Identifier (digital):: 1667448226

Illustration:: Illustrationen, Diagramme

Signature of the source:: ZS 312(31,B5)

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 Non-Cartographic Applications of Photogrammetry and Remote Sensing

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 Non-Cartographic Applications of 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; International Society for Photogrammetry and Remote Sensing, Commission Non-Cartographic Applications of Photogrammetry and Remote Sensing

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 Non-Cartographic Applications of 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:: IMPROVEMENT OF FISHFARM PEN DESIGN USING COMPUTATIONAL STRUCTURAL MODELLING AND LARGE-SCALE UNDERWATER PHOTOGRAMMETRY (COSMOLUP) Heinrich Schewe, [...] Erik Moncrieff, [...] Prof. Dr.-Ing. Lothar Gründig, [...]

Document type:: Multivolume work

Structure type:: Chapter

Contents

Table of contents

XVIIIth Congress
XVIIIth Congress (Part B5)
Cover
Title page
ISPRS Council 1992 - 1996
International Archives of Photogrammetry and Remote Sensing (IAPRS)
Volume XXXI, Part B5
Technical Commission V Close-Range Techniques and Machine Vision
Editorial Team
Copyright 1996
For Sale after the Congress
Foreword
Table of Contents
DIE PHOTOGRAMMETRISCHE ERGÄNZUNG DER KARTE VON HATTUSAS,DER HAUPTSTADT DES HETHITER REICHES Sitki KÜLÜR, Orhan ALTAN, Gónül TOZ,. Dursun Z. SEKER, Asli IYIDIKER, Harun IYIDIKER, Zaide DURAN
UNIFORMITY AND PROXIMITY APPLIED TO THE GENERALISATION OF TARGET FIELDS IN CLOSE RANGE PHOTOGRAMMETRY. L. C. Anderson (Masters Candidate) and C. J. Bellman (Lecturer)
VIA GEORGOFILI MAY, 27 1993: A TESTIMONY Antonio Arrighi
3D DETAILED RECONSTRUCTION OF A DEMOLISHED BUILDING BY USING OLD PHOTOGRAPHS C. loannidis, C. Potsiou, J. Badekas
ANALYTICAL PHOTOGRAMMETRY FOR THE SURVEY OF THE GOLDEN ALTAR OF S. AMBROSE'S BASILICA IN MILAN Elena Baj, [...]
PAROS:UN SYSTÈME D'INFORMATION POUR L’ARCHITECTURE L. Baratin - [...] G. Follonit - [...] J-.P. Saint Aubin - [...]
PHOTOGRAMMETRIC MEASUREMENT OF DEFORMATIONS OF THE GABCIKOVO LOCK GATE BARTOS P. - GREGOR V.
ANALYSIS OF RESIDUALS FROM L1 NORM ESTIMATION John Marshall [...] James Bethel [...]
VALVE MEASUREMENT USING PHOTOGRAMMETRIC FEATURE MODELING Alan Voss [...] James Bethel [...]
METHODS OF SURVEYING IN ARCHAEOLOGY DEMONSTRATED AT THE TANG EMPERORS’ MAUSOLEUMS Wolfgang Böhler and Guido Heinz
THE OPTICAL TUBE MEASUREMENT SYSTEM OLM - PHOTOGRAMMETRIC METHODS USED FOR INDUSTRIAL AUTOMATION AND PROCESS CONTROL Werner Bösemann
OBJECT RECOGNITION USING MULTI-SENSOR FUSION AND ACTIVE EXPLORATION Claus Brenner and Michael Hahn
Long Terme Photogrammetric Measuremend of Rockfill Dam Jozef Cernansky
AN EVALUATION OF THREE DIFFERENT IMAGE CAPTURE METHODS FOR MEASUREMENT AND ANALYSIS OF DEFORMATION WITHIN A GEOTECHNICAL CENTRIFUGE J. Chen, S. Robson, M. A. R. Cooper, & R. N. Taylor
A NEW SYSTEM OF SURFACE MEASUREMENT N. Kochi,H. Ohtani,S. Nakamura, T. Utiyama, M. Yamada, M. Chida, T. Noma, T. Ito,H. Aokı
A STUDY ON REAL-TIME PHOTOGRAMMETRY FOR ARCHAEOLOGICAL SITES USING WIRELESS CCD CAMERA Hirofumi CHIKATSU, Kazuya NAKANO, Tetsuji ANAI
DYNAMIC ANALYSIS OF HUMAN MOTION USING SEQUENTIAL IMAGES OF VIDEO THEODOLITE Hirofumi CHIKATSU, Tetsuji ANAI, Hideharu YANAGI [...] Shunji MURAI [...]
Ortho Projection and Drawing for Archeological Artifacts of complicated form Hiroshi YOKOYAMA [...] Katsuhiro HATANO, Hirofumi CHIKATSU [...]
Stereo Light Microscope Calibration for 3D Submicron Vision Gaudenz Danuser
GENERATION OF A PANORAMA MOSAIC FOR THE DOME OF A PLANETARIUM Piero de Fazio, [...] Josef Jansa, [...]
PHOTOGRAMMETRY AND SURVEY PROCEDURES FOR THE ANALYSIS OF VENETIAN VILLAS: THE CASE STUDY OF VILLA ZENO BY ANDREA PALLADIO Clemente di Thiene - Francesco Guerra - Luigi Fregonese - Luca Pilot - Caterina Balletti
INFLUENCE OF LARGE TARGETS ON THE RESULTS OF PHOTOGRAMMETRIC BUNDLE ADJUSTMENT Jürgen Dold
PHOTOGRAMMETRICAL APPLICATIONS TO AERIAL ARCHAEOLOGY AT THE INSTITUTE FOR PREHISTORY OF THE UNIVERSITY OF VIENNA, AUSTRIA Michael Doneus
MEASUREMENT IN HAZARDOUS ENVIRONMENT: REVIEW OF SEVERAL APPLICATIONS Arnaud DUMONT - Technical Manager
IMPLEMENTATION OF SEQUENTIAL ESTIMATION FOR SINGLE-SENSOR VISION METROLOGY Kenneth Edmundson and Clive S. Fraser
TWO 3-D SENSORS FOR ENVIRONMENT MODELING AND VIRTUAL REALITY: CALIBRATION AND MULTI-VIEW REGISTRATION S. F. El-Hakim, J.-A.Beraldin, G. Godin, and P. Boulanger
A COMPARISON OF THE PERFORMANCE OF DIGITAL AND CONVENTIONAL NON-METRIC CAMERAS FOR ENGINEERING APPLICATIONS W. Faig, H. El-Habrouk, X. P. Li, M. Hosny
Vibration Monitoring with Video Cameras C. K. Lee and W. Faig
DEVELOPING OF THE SURFACE MODELL OF HUMAN GUMS Dr Károly Fekete
PAROS: Le sens de la mesure. Photogrammétrie et modéles architecturaux: Le cas du forum antique de la ville d' Arles (France) Michel Florenzano, Jean-Yves Blaise, Pierre Drap
PHOTOREALISTIC PRESENTATION OF THE PALAIS GRAND DUCAL BASED ON PHOTOGRAMMETRIC RECORDING Peggy Freudenreich, [...]
SINGLE STATION SELF-CALIBRATION TECHNIQUES John G. FRYER
A COMPARISON OF THE UTILITY AND EFFICIENCY OF DIGITAL PHOTOGRAMMETRY AND INDUSTRIAL THEODOLITE SYSTEMS Giuseppe Ganci [...] Mark R. Shortis [...]
PHOTOGRAMMETRIC QUANTIFICATION OF CHANGES OF SOFT TISSUE AFTER SKELETAL TREATMENT OF THE FACIAL PART OF THE SKULL Dr.-Ing. Helga Gäbel, Dr.med. Dr.med.dent. Diana Kakoschke
A 3D-SENSOR FOR THE MEASUREMENT OF PARTICLE CONCENTRATION FROM IMAGE SEQUENCES Peter Geißler [...] Bernd Jähne [...]
ARCHEOLOGICAL PHOTOGRAMMETRY WITH SMALL FORMAT CAMERAS: THE SURVEY OF THE FORUM VETUS IN SARMIZEGETUSA (ROMANIA) Pierre GRUSSENMEYER and Franck PERDRIZET
ARCHEOLOGY AND PHOTOGRAMMETRY: THE SITE OF LAODICEIA AD LYCUM (TURKEY) dott. Francesco Guerra
RECONSTRUCTION OF THE DEFORMATION SURFACE OF CFER PANELS Forlani G. - Guzzetti F. -Pinto L.
A GENERAL APPROACH FOR OBJECT ORIENTED 3D-MAPPING IN DIGITAL CLOSE RANGE RESTITUTION Klaus Hanke, Associate Professor [...] Mostafa Abdel-Bary Ebrahim, M.Sc. [...]
OBJECT RECONSTRUCTION FROM IMAGES OF A MOVING CAMERA Jussi Heikkinen
DIGITAL MICROPHOTOGRAMMETRY WITH THE SCANNING ELECTRON MICROSCOPE Matthias Hemmleb, Jörg Albertz [...] Manfred Schubert, Andreas Gleichmann, Johann Michael Köhler [...]
A NOVEL SYSTEM FOR THE COMBINED MEASUREMENT OF WAVE- AND FLOW-FIELDS BENEATH WIND INDUCED WATER WAVES Frank Hering, Günther Balschbach, Bernd Jähne
OBJECT-ORIENTED DATA-INTEGRATION BETWEEN DIGITAL ARCHITECTURAL PHOTOGRAMMETRY AND CAAD Urs Hirschberg, Dipl. Arch. ETH
REAL TIME TRACKING OF A DYNAMIC OBJECT Amir Saeed Homainejad
DIGITAL STEREOPHOTOGRAMMETRIC SOLUTIONS FOR ORTHODONTICS Wolfram Höflinger
OBJECT RECOGNITION FOR A FLEXIBLE MANUFACTURING SYSTEM Y. Huang & J. C. Trinder & B. E. Donnelly
DIGITAL STEREOPLOTTER FOR HISTORIC MONUMENTS RECORDING Jozef J. Jachimski, Janusz M. Zielinski
PRACTICAL INTEGRATION OF VISION METROLOGY AND CAD IN SHIPBUILDING George W. Johnson, [...]
SOME SPECIAL CASES OF CLOSE RANGE PHOTOGRAMMETRY APPLICATION Dusan Joksié, Milos Vojinovic
MEASUREMENT OF SPINAL DEFORMITIES USING STEREOPHOTOGRAMMETRY K Jones [...] G N Askin, W E Ryan, C Natalie and A D Porter [...]
CLOSE RANGE PHOTOGRAMMETRY USING GEOMETRIC PRIMITIVES FOR EFFICIENT CAD MODELLING OF INDUSTRIAL PLANT M. A. Jones, D. P. Chapman, and A. A. Hamid [...] A. T. D. Deacon [...]
DIGITAL MONOPLOTTING AND PHOTO-UNWRAPPING OF DEVELOPABLE SURFACES IN ARCHITECTURAL PHOTOGRAMMETRY G. E. Karras, P. Patias, E. Petsa
IMAGE SEQUENCE ANALYSIS Dana Klimesova, Tomás Suk
STEREOSCOPIC COMPUTER MEASUREMENTS OF MULTY-TIME IMAGES FOR INVESTIGATION OF MOUNTAIN GLACIER MOVEMENTS prof. Yu. F. Knizhnikov, R. N. Gelman
DRAWING UP OF FIREWORKS VIEWING AREA MAP Tosio KOIZUMI [...] Kunihiko ONO [...] Hideaki KAWASAKI [...]
ARCHITECTURAL PHOTOGRAMMETRY AND PICTURE PROCESSING FOR ACQUISITION AND DOCUMENTATION OF A BRAZILIAN TOWN ENSEMBLE S. Landes, H.-P. Bähr and K. Ringle
QUANTITATIVE 3D-MICROSCOPY FOR PHOTODYNAMIC THERAPY OF CANCER CELLS Leemann Th, Margadant F, Walt H, Niederer P
An Underwater Digital Photogrammetric System For Fishery Geomatics Rongxing Li, Chuang Tao, and Weihong Zou [...] R. G. Smith and T. A. Curran [...]
RESULTS OF THE GERMAN COMPARISON TEST FOR DIGITAL POINT OPERATORS Thomas Luhmann
DEVELOPMENTS TOWARDS REMOTE METROLOGY FOR COMPONENT ALIGNMENT UNDER CONDITIONS OF RESTRICTED ACCESS IN JET'S TOROIDAL VACUUM VESSEL B. Macklin, R. Brade, G. Celentano, J. Tait, E. van Lente
"FREE-FLYING" 3-D SENSORS FOR EFFICIENT CLOSE-RANGE MEASUREMENT AND REVERSE ENGINEERING Reinhard W. Malz, [...]
TOWER CASTLE OF GARCIA D’AVILA - FIRST OUTCOMES FOR THE RESTORATION PROCEDURES Camillo José Martins Gomes - [...] Walter da Silva Prado - [...] Christováo Dias de Avila Pires Junior - [...] Herbert Erwes - [...] Luiz Eduardo Pereira Alves - [...]
Data Fusion of Three-dimensional Measurement and CAD in Plant Construction (with the application to prefabricated manufacture of chemical engineering pipe line as an example) A. Matsumoto and F. Souda
KOMBINATION VON PHOTOGRAMMETRIE UND STREIFENPROJEKTION ZUR VERMESSUNG GROSSER OBJEKTE Dr. Martin Michaelis
ISSUES IN MEDICAL PHOTOGRAMMETRY IN THE DIGITAL IMAGING ERA Harvey L. Mitchell [...] Thomas Leemann [...]
DENTURE MOBILITY MEASURING SYSTEM OF COMPLETE DENTURES USING FOUR INFRARED VIDEO CAMERAS K. MIYASHITA, T. SEKITA, S. MINAKUCHI, Y. HIRANO, K. KOBAYASHI and M. NAGAO
Archaeological Real-time Photogrammetric System using Digital Still Camera Yoshito MIYATSUKA
DISCUSSION ON THE AUTOMATIC MEASUREMENT OF TRAFFIC FLOW BY VIDEO CAMERA MOUNTED ON BALLOON Masaru MORI, Masahiro SETOJIMA, Yukio AKAMATSU [...] Ryo YAMANA, Takashi YAHARA [...]
FRAMES BASED ANALYSIS OF MULTISENSOR IMAGE SEQUENCES Yury V. Morzeev, Yury V. Visilter, Sergei Y. Zheltov, Alexander A. Stepanov
CLOSED-FORM SPACE RESECTION USING PHOTO SCALE VARIATION by Riadh A. H. Munjy, Mushtaq Hussain
MEASUREMENT OF RAILWAY SURFACE FLAWS WITH THE CCD LINE SENSOR CAMERA SYSTEM Yoshitaka Matsumoto, Osamu Murakami [...] Masaya Nakagawa [...]
ACCURACY IMPROVEMENT IN COMPUTATIONAL CLOSE-RANGE PHOTOGRAMMETRY BY THE USE OF MULTI-CONTROL VARIABLE (NCV) MONTE CARLO METHOD H. N. Nagaraja, [...]
EVALUATION OF A LOW COST DIGITAL PHOTOGRAMMETRIC SYSTEM FOR MEDICAL APPLICATIONS P. R. Thomas and I. Newton [...] K. B. Fanibunda [...]
A VIDEO-RATE STEREO MACHINE AND ITS APPLICATION TO VIRTUAL REALITY Kazuo Oda, Masaya Tanaka, Atsushi Yoshida, Hiroshi Kano and Takeo Kanade
A Reconstruction of the Ancient City of Ayutthaya Using Modern Photogrammetric Techniques Cliff Ogleby
A STUDY ON THE DEVELOPMENT OF SEMI-METRIC CAMERA FOR VERY CLOSE-RANGE PHOTOGRAMMETRY W. J. Oh [...] S. H. Han [...] S. H. Song, S. H. Bae, H. S. Lee [...]
THE DESIGN AND SIMULATION OF VIDEO DIGITIZING BY USING THREE-DIMENSIONAL CAD-MODELS Ms. Katri Oksanen, [...]
NUMERICAL INVENTORY OF ARCHITECTURAL OBJECTS Jolanta Orlinska, Ryszard Preuss
STEREOPHOTOGRAMMETRIC MAPPING OF THE ANTERIOR SURFACE OF THE HUMAN CORNEA Dr Jon Osborn, [...] Dr Gordon Wise, [...]
CAD-SUPPORTED DETERMINATION OF SENSOR ATTITUDE IN TERRESTRIAL PHOTOGRAMMETRIC APPLICATIONS A. D. Styliadis, P. Patias, J. Paraschakis
CONTRIBUTION OF VIDEOGRAMMETRY TO THE ARCHITECTURAL RESTITUTION Results of the CIPA "O. Wagner Pavillion" test P. Patias, A. Streilein
THE CIPA "O. Wagner Pavilion" TEST A. Almagro, P. Patias, P. Waldhäusl
HIGH RESOLUTION DATA ACQUISITON TO OBSERVE MOVING OBJECTS Jürgen Dold, [...] Jürgen Peipe, [...]
CAD-based Reverse Engineering with Digital Photogrammetry Frank Petran, Peter Krzystek [...] Peter Bonitz [...]
CONFIGURATION OPTIMIZATION AND OPERATING RANGE ENLARGEMENT OF CCD-VIDEO-CAMERAS Dipl.-Ing. Bernd Pollak, [...]
IMPLEMENTATION OF DIGITAL 3D-MODELS IN BUILDING SURVEYS BASED ON MULTI IMAGE PHOTOGRAMMETRY Günter Pomaska, [...]
THE DYNAMIC DIGITAL PHOTOGRAMMETRIC MEASUREMENT AND VISUALISATION OF A 21M WIND TURBINE ROTOR BLADE UNDERGOING STRUCTURAL ANALYSIS. S. Robson and H. B. Setan.
Multi-Image Correlation for Digital Photogrammetric Measurement Systems Heinz Rüther [...] Graeme van der Vlugt [...]
A MULTI-VIEW TRINOCULAR SYSTEM FOR AUTOMATIC 3-D OBJECT MODELING AND RENDERING F. Pedersini, A. Sarti, S. Tubaro
CCD MULTICAMERAS INTERACTIVE DIGITAL SYSTEM FOR CLOSE RANGE PHOTOGRAMMETRIC APPLICATIONS Piotr Sawicki, Boguslaw Wiecek
TARGET DETECTION AND EPIPOLAR GEOMETRY FOR IMAGE ORIENTATION IN CLOSE-RANGE PHOTOGRAMMETRY Gianfranco Forlani, Alberto Giussani, Marco Scaioni [...] Giorgio Vassena [...]
IMPROVEMENT OF FISHFARM PEN DESIGN USING COMPUTATIONAL STRUCTURAL MODELLING AND LARGE-SCALE UNDERWATER PHOTOGRAMMETRY (COSMOLUP) Heinrich Schewe, [...] Erik Moncrieff, [...] Prof. Dr.-Ing. Lothar Gründig, [...]
DPA-WIN - A PC BASED DIGITAL PHOTOGRAMMETRIC STATION FOR FAST AND FLEXIBLE ON-SITE MEASUREMENT Carl-Thomas Schneider
MULTIPLE FOCUS CALIBRATION OF A STILL VIDEO CAMERA Mark R. Shortis [...] Stuart Robson and Tim Short [...]
LASER DOT MATRIX BASED DIGITAL SYSTEM FOR FOR MONITORING TEXTURELESS ROOF STRATA OF MINES R. Singh, D. P. Chapman and K. B. Atkinson
THE CONSTRUCTION OF AN ANCIENT BAS-RELIEF REPLICA USING PHOTOGRAMMETRIC METHODS AND CNC TECHNIQUES E. STAMBOULOGLOU, [...]
UTILIZATION OF CAD MODELS FOR THE OBJECT ORIENTED MEASUREMENT OF INDUSTRIAL AND ARCHITECTURAL OBJECTS Andre Streilein
ADVANCED STUDY OF NON-PRISM LASER RANGER AND IT'S IMAGING (Low-Cost 3D Imaging and Range Imaging Using Non-Prism Laser-Ranger) YOSHIAKI TAKAHASHI, HIDENORI ITOH, NORITSUNA FUJII
A study and development for STEREO FUNDUS CAMERA SYSTEM using Stereo Matching Technique. TSURU Kosuke, Inoue T., Ogino N., Matuyama M., [...] Nanjo T., Yano. N., Hino T. [...]
SPECTRAL ANALYSIS OF A HUMAN WALKING SEQUENCE USING MEDIAL STEREO IMAGES Masako TSURUOKA, Ryosuke SHIBASAKI, Shunji MURAI [...] Masahiro KURITA [...] Takao WADA [...]
SUR L’UTILISATION DES CONTRAINTES À L'AJUSTEMENT SIMULTANE DES OBSERVATIONS PHOTOGRAMMETRIQUES ET GEODESIQUES DANS LA PHOTOGRAMMÉTRIE À COURTE DISTANCE Prof.dr.ing. Lucian Turdeanu, Chef de travaux ing. Ion Ionescu
THE USE OF MULTIPLE SURVIEWS OF A COMPUTED TOMOGRAPHY SCANNER TO DETERMINE THE 3D COORDINATES OF EXTERNAL CRANIAL MARKERS Van Geems B. A.
AUTOMATIC DEM GENERATION USING DIGITAL SYSTEM InduSCAN: AN APPLICATION TO THE ARTWORKS OF MILANO CATHEDRAL FINALIZED TO REALIZE PHYSICAL MARBLE COPIES Marco Scaioni [...] Giorgio Vassena [...] Torsten Kludas, Jens-Uwe Pfeil [...]
AN ALGORITHMIC METHOD FOR REAL-TIME 3-D MEASUREMENT X. Wang. & T. A. Clarke.
RECOVERING 3-D OBJECT GEOMETRY USING A GENERIC CONSTRAINT DESCRIPTION S. Weik, O. Grau
IST DIE PHOTOGRAMMETRIE REIF FÜR DAS MUSEUM? Rolf-Dieter Düppe und Manfred Weisensee
DIGITAL ORTHOIMAGES IN ARCHITECTURAL PHOTOGRAMMETRY USING DIGITAL SURFACE MODELS Albert Wiedemann
CULTURAL ASSETS PRESERVATION USING DIGITAL PHOTOGRAMMETRY METHODS YEU, Bock-Mo Professor, KIM, Wondae Ph.D Student [...] KIM, Yong-ll Associate Professor, RYU, Yeon Undergraduate Student [...]
Appendix: Authors and Co-authors Index Volume XXXI, Part B5 - ISPRS Commission V
Appendix: Keywords Index Volume XXXI, Part B5 - ISPRS Commission V
Cover

Full text

of 10 W halogen lamps which can be easily attached to
the net by cable clips.
The whole pen structure consists of different parts,
which can move slightly with respect to each other while
the pen is floating in the water. It is impossible to have
totally fixed control points on the object. Some points
(lights) are attached to vertical steel pipes which are fixed
to the pen structure. During the photogrammetric image
capturing nobody is allowed to be on the pen so that the
movement will be reduced to a minimum and these
points can be used as fixed points. Distances between
the fixed points are measured to obtain a correct scale.
Distances from the fixed points to the water surface are
measured to level the coordinate system. The x- and y
directions of the coordinate system are chosen arbitrarily.
2.2 Hardware System
The underwater imaging system must provide high reso-
lution and sensitivity. Due to the fact that the target
points are not labelled, a continuous video is appropriate
to track the points through the different images.
The system is composed of the following components:
e Underwater CCD video camera with good low-light
sensitivity (Micro SeaCam 1050, focal length 2.8 mm
(air), fixed focus, wide angle, depth of field 10 cm to
infinity, 1/3 inch CCD sensor (537x595 pixels), 8bit
grayscale).
e Cable to carry power and video signals between cam-
era and surface (2 x 40 m).
e S-VHS Video recorder unit (Panasonic AG-4700E).
e Video frame-grabber (Cameron CamDrive, PAL Video
Signal, 800x600 pixels, PCMCIA).
e Portable computer (Design-Notebook, 486DX4-100).
2.3 Camera Calibration
The focal length of the camera in water is different to the
focal length in air because of the different optical densi-
ties. The optical density varies due to the influence of
salinity, temperature and water depth. Therefore an on-
site camera calibration in seawater has to be performed.
There are parameters for linear (scale difference as and
non-orthogonality a4) and radial distortion (a1 and az) as
well as the principal point (xo and yo) and the focal length
(c) (Krzystek, 1995).
A flat test field with a large number of points (cf. Figure
1) is used for the calibration. The point measurement can
be done automatically by least squares template match-
ing for most of the points. Some are disturbed by reflec-
tions and had to be measured manually. In the following
bundle adjustment the calibration parameters are ap-
plied. The calibration results are shown in Table 1; the
distortion vectors are shown in Figure 2.
The calibration results lead to corrected image coordi-
nates with an accuracy of 3 um (1/3 pixel).
526
2.4 Procedure
Depending on the pen setup, the recording device is
operated from the pen platform or from a boat. The cam-
era is connected to the recorder by a 40 m or 80 m video
and power cable. Since we used an off-the-shelf video
recorder without special housing etc. this equipment has
to be protected from sea water and bad weather condi-
tions.
The camera is operated by a diver who swims around the
pen at different depths and distances, panning the cam-
era left and right as well as up and down. He cannot see
the image contents since there is no viewer at the cam-
era. The recording has to be supervised from above,
where it can be checked using a TV-monitor. This leads
to rather long recording times and should be improved.
The recorded tapes are reviewed and appropriate images
are selected by the opeator. The images are transferred
to the notebook hard disk as 800x600 pixel TIFF-Files
(cf. Figure 3) using the PCMCIA frame grabber. With
these images the standard photogrammetric procedures
(interior orientation, point measurement, bundle adjust-
ment) are performed.
2.5 Digital Photogrammetric System
The photogrammetric aspects of the CoSMoLUP system
are based on the PICTRAN system's modules for digital
photogrammetry. Both systems run on standard PCs
under Windows 3.1.
For CCD-cameras the interior orientation is constant; so
the transformation from the pixel coordinate system to
the image coordinate system can be written to the im-
ages directly without using any fiducial marks.
The PICTRAN modules offer the opportunity to measure
image coordinates of signalised points manually or by
using least squares template matching. For most of the
points the semi-automatic measurement could be used,
others had to be measured manually because of poor
visibility (contrast and size).
The integrated bundle adjustment does not need any
approximate values for projection centres, image rota-
tions or object coordinates. In a first step the images are
oriented by using only a few of the points which can be
identified properly (in general the fixed points). Since the
points all look very similar and there is no background
information in the images it is sometimes very difficult to
identify the points. In the second step this preliminary
orientation information is used to display the epipolar
lines of the measured image points in all of the other
images. This helps to identify the same object points in
the different images (cf. Figure 5). After having measured
all image points the bundle adjustment was performed
again and the object coordinates of all points determined.
2.6 Results
In order to check the internal accuracy measures, two
different operators determined the object coordinates
independently - from selecting the images to the object
coordinate determination. In this test three different pen
types and sizes where measured, but only with a mini-
mum number of points on two sides of the nets (not
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B5. Vienna 1996
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