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Actes du 7ième Congrès International de Photogrammétrie (Deuxième fascicule)

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

Bibliographic data

fullscreen: Actes du 7ième Congrès International de Photogrammétrie (Deuxième fascicule)

Multivolume work

Persistent identifier:
1048858235
Title:
Actes du 7ième Congrès International de Photogrammétrie
Sub title:
Washington, septembre 1952
Year of publication:
1954
Place of publication:
Amsterdam
Publisher of the original:
Argus [u.a.]
Identifier (digital):
1048858235
Language:
English
Other Title:
Paralleltitel: Proceedings of the 7th International Congress of Photogrammetry
Corporations:
International Congress of Photogrammetry, 7., 1952, Washington
American Society of Photogrammetry
Adapter:
International Congress of Photogrammetry, 7., 1952, Washington
American Society of Photogrammetry
Founder of work:
International Congress of Photogrammetry, 7., 1952, Washington
American Society of Photogrammetry
Other corporate:
International Congress of Photogrammetry, 7., 1952, Washington
American Society of Photogrammetry
Document type:
Multivolume work

Volume

Persistent identifier:
104885955X
Title:
Actes du 7ième Congrès International de Photogrammétrie
Sub title:
Proceedings of the 7th International Congress of Photogrammetry
Scope:
circa 800 Seiten in verschiedenen Seitenzählungen
Year of publication:
1954
Place of publication:
Amsterdam
Publisher of the original:
Argus u.a.
Identifier (digital):
104885955X
Illustration:
Illustrationen
Signature of the source:
ZS 312(11,2)
Language:
French
Usage licence:
Attribution 4.0 International (CC BY 4.0)
Corporations:
International Congress of Photogrammetry, 7., 1952, Washington
American Society of Photogrammetry
Adapter:
International Congress of Photogrammetry, 7., 1952, Washington
American Society of Photogrammetry
Founder of work:
International Congress of Photogrammetry, 7., 1952, Washington
American Society of Photogrammetry
Other corporate:
International Congress of Photogrammetry, 7., 1952, Washington
American Society of Photogrammetry
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:
STEREOSCOPIC MAPPING WITH THE U.S. COAST AND GEODETIC SURVEY NINE-LENS CAMERA by William D. Harris.
Document type:
Multivolume work
Structure type:
Chapter

Contents

Table of contents

  • Actes du 7ième Congrès International de Photogrammétrie
  • Actes du 7ième Congrès International de Photogrammétrie (Deuxième fascicule)
  • Cover
  • Title page
  • Title page
  • CONTENTS - SOMMAIRE
  • Appareil de restitution des photographies panoramiques redressées S. O. M. de Masson d'Autume
  • COMANDANTE LUIGI RONCA [...]: LA CONDUZIONE DELLE VISUALI OMOLOGHE NEL "FOTOSTEREOGRAFO NISTRI MOD. BETA"
  • Nouveaux appareils restituteurs photogrammétriques de la Firme Wild. H. Kasper, [...]
  • La Nouvelle Carte du Grand Duché de Luxembourg
  • Les Services e Photogrammétrie à l'Institut Géographique National
  • GENERAL REPORT OF COMMISSION II
  • REPORT ON THE PROCEEDINGS OF COMMISSION II
  • THE NEW POIVILLIERS SOM STEREOTOPOGRAPHS TYPE B by Mr. Poivilliers.
  • THE COMPILATION INSTRUMENT USING RECTIFIED PANORAMIC (OBLIQUE) PHOTOGRAPHS
  • USE OF THE KELSH PLOTTER by Harry T. Kelsh, [...]
  • PROPOSED STANDARD TEST OF STEREOSCOPIC PLOTTING INSTRUMENTS by JOHN T. PENNINGTON, [...]
  • REMARKS ON THE PENNINGTON PROPOSAL FOR A STANDARD TEST OF STEREOSCOPIC PLOTTING INSTRUMENTS by W. SCHERMERHORN, [...]
  • LATEST NEWS ON PHOTOGRAMMETRIC INSTRUMENTS IN GERMANY by K. Schwidefsky, [...] TOPAR LENS 1:4/f=210 mm for 18x18 cm AERIAL CAMERAS by Dr. Robert Richter, [...]
  • PROF. GIOVANNI BOAGA [...]: THE "NISTRI" PHOTOSTEREOGRAPH MOD. BETA (1951)
  • ING. UMBERTO NISTRI: IL NUOVO FOTOCARTOGRAFO NISTRI MOD. IV
  • CONVERGENT PHOTOGRAPHY By William A. Radlinski [...]
  • New Photogrammetric Plotting Instruments. H. Kasper, [...]
  • APPLICATION OF PHOTOGRAMMETRY IN ROAD LOCATION IN TROPICAL AREAS by B. Scherpbier. [...]
  • APPLICATION DE LA PHOTOGRAMMETRIE POUR FAIRE LE TRACE DE ROUTES DANS DES REGIONS TROPICALES par B. Scherpbier. [...]
  • APLICACION DE LA FOTOGRAMETRIA PARA EL TRAZADO DE CAMINOS EN AREAS TROPICALES por B. Scherpbier. [...]
  • DR. GINO PARENTI [...]: DEVICE FOR RECORDING THE NADIR POSITION DIRECTLY ON THE PHOTOGRAPH AT THE EXPOSURE
  • A METHOD OF RELATIVE ORIENTATION by George Poivilliers.
  • DETERMINATION AND CORRECTION OF THE EFFECTS OF LOCAL TRANSVERSE DEFORMATIONS IN PERSPECTIVE PROJECTIONS by George Poivilliers.
  • IDENTIFICATION AND CORRECTION OF THE EFFECTS OF LATERAL LOCAL DISTORTIONS IN THE PERSPECTIVE BUNDLES IN STEREO TRIANGULATION by George Poivilliers.
  • METHOD OF PHOTOGRAMMETRIC STEREO TRIANGULATION by George Poivilliers.
  • THE INFLUENCE OF INSTRUMENT-ERROR ON METHODS OF ORIENTATION AND ACCURACY OF PLOTTING by R. Finsterwalder.
  • NEW METHODS OF TILT DETERMINATION IN VERTICAL AIR PHOTOGRAPHS by Dr. Ing. Josef Sutor, [...]
  • SOME NEW GEOMETRIC KNOWLEDGE ON VERTICAL PHOTOGRAPHS by Dr. Ing. Josef Sutor, [...]
  • THE "CRITICAL SURFACES" IN THE PHOTOGRAMMETRIC CARDINAL PROBLEM AND THEIR IMPORTANCE AND ELIMINATION IN PHOTOGRAMMETRIC PRACTICE by Dr. W. Hofmann.
  • STEREOSCOPIC MAPPING WITH THE U.S. COAST AND GEODETIC SURVEY NINE-LENS CAMERA by William D. Harris.
  • STEREO-MAPS by A. Frey Samsioe, [...] and Percy H. Tham, [...]
  • SOME ASPECTS OF PHOTOGRAMMETRY IN GREAT BRITAIN by J. A. Eden.
  • THE NEW MAP OF THE GRAND DUCHY OF LUXEMBURG
  • PHOTOGRAMMETRY AT THE INSTITUT GEOGRAPHIQUE NATIONAL
  • [COMMISSION III]
  • [COMMISSION IV]
  • Cover

Full text

  
  
  
  
(404) 
STEREOSCOPIC MAPPING WITH THE U.S. COAST AND GEODETIC 
SURVEY NINE-LENS CAMERA 
by 
William D. Harris. 
It is doubtful that the nine-lens camera would have been developed if so 
many difficulties had not been encountered in using single-lens cameras to 
make photogrammetric surveys of coastal areas. Much of the coastline of the 
United States and Alaska is so irregular that single-lens photographs will not 
span across rivers and bays or from the mainland to offshore rocks and islands. 
The nine-lens camera has not only solved the problems involved in mapping 
coastal areas, it has proven to have many advantages over the single-lens 
camera in every type of mapping problem. 
The 210 mm normal angle lenses which are used in this camera give pho- 
tographic resolution and scale comparable with the normal angle lenses often 
used for large scale single-lens mapping. Resolution is further improved by less 
camera vibration possibly due to the massive rigid construction of the camera. 
The nine-lens camera has never been given a formal airborne resolving power 
test with the standard high contrast resolution targets but it is not uncommon 
to observe the low-contrast plow furrows in farmlands reproduced in the final 
print at a spacing of 18 to 20 lines per millimeter. The camera covers an angular 
field of 135 degrees which gives a base-height ratio of 1.6 with an overlap of 
65 per cent. The ground area coverage is nine times that of the wide-angle 6 
inch single-lens camera at the same flying height and sixteen times as much at 
the same scale. To illustrate the great coverage of the photograph, a 1: 30,000 
scale print images a square 17 miles of 27 kilometers on a side. The area covered 
is 289 square miles. — . 
The photograph is 35 inches square and has a principal distance of 8'/. 
inches. The maximum error of image position is 0.15 mm from that of a cor- 
rect perspective view. This precision in fitting the nine separate views into a 
single composite photograph is obtained by careful adjustment of the air 
camera and appropriate adjustments of the transforming printer to care for 
variations in dimensions of the film air negative. An airborne performance test 
is made each year, by photgraphing some eighty ground targets which have 
been located by first and second order triangulation and leveling. The elements 
of the transforming printer are then adjusted to make a correct photograph of 
the ground test area and the position of fiducial marks thus obtained is dupli- 
cated when making subsequent prints. 
Probably the most outstanding features of the nine-lens process are that it 
requires only about one third the usual amount of horizontal ground control 
and that the control may be established independent of the photographic plan. 
This means that the control can, if necessary, be established in advance of the 
aerial photography; that there are no special control position requirements, 
such as two points in the first model of each strip of photographs. It also means 
that usually all control can be established by triangulation using such objects 
as chimneys, steeples, water tanks, mountain peaks and pinnacle rocks. There 
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