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- TABLE DES MATIÈRES
- RECHERCHE DANS LE DOCUMENT
- TEXTE OCÉRISÉ
- Première image
- PAGE DE TITRE
- CONTENTS (p.621)
- CHAPTER I - FUNDAMENTAL PRINCIPLES OF ICONOMETRY (p.630)
- I. Orienting the picture traces on the working sheet (p.631)
- II. Arithmetical determination of the principal and horizon lines (p.633)
- III. Graphic method for dertermining the positions of the principal and horizon lines on the perspective (p.635)
- IV. The five-point problem (by Prof. F. Steiner). Locating the position of the camera station by means of the perspective when five triangulation points are pictured on one photograph (p.636)
- 1. Determination of the principal point and of the distance line (p.637)
- 2. Simplified construction for locating the camera station by means of the five-point problem (p.637)
- 3. Application of the five-point problem for the special case when the five points are ranged into a triangle (p.638)
- 4. To find the elevation of a camera station that had been located by means of the five-point problem (p.638)
- V. The three-point problem (p.639)
- VI. Orientation of the picture traces, based upon instrumental measurements made in the field (p.641)
- VII. Relations between two perspectives of the same object viewed from different stations ; Prof. G. Hauck's method (p.641)
- VIII. To plat a figure, situated in a horizontal plane, on the ground plan by means of its perspective (p.645)
- IX. To draw a plane figure on the ground plan by means of the "method of squares" if its perspective and the elements of the vertical picture plane are given (p.649)
- X. The use of the "vanishing scale" (p.651)
- CHAPTER II - PHOTOGRAPHS ON INCLINED PLANES (p.653)
- CHAPTER III - PHOTOTOPOGRAPHIC METHODS (p.659)
- I. Analytical or arithmetical iconometric methods (p.659)
- 1. Method of Prof. W. Jordan (p.659)
- 2. Method of Dr. G. Le Bon (p.660)
- 3. Method of L. P. Paganini (Italian method) (p.661)
- General determination of the elements of the Italian photographic perspectives (p.662)
- (a) Orientation of the picture trace (p.662)
- (b) Platting of the lines of direction to pictured points of the terrene (p.662)
- (c) Determination of the elevations of pictured points (p.663)
- (d) Checking the position of the horizon line on a photograph (p.664)
- (e) Determination of the focal length (p.665)
- (f) Determination of the principal point of the perspective (p.665)
- (g) Application of Franz Hafferl's method for finding the focal length of a photographic perspective from the abscissæ of two pictured known points (p.668)
- 4. General arithmetical method for finding the platted positions of points pictured on vertically exposed photographic plates (negatives) (p.668)
- 5. General arithmetical method for finding the platted positions of points pictured on inclined photographic plates (p.671)
- 6. General arithmetical determination of the elements of photographic perspectives (p.672)
- II. Graphical iconometric methods (p.674)
- 1. Method of Col. A. Laussedat (p.674)
- (a) Locating points, identified on several photographs, on the platting sheet (p.676)
- (b) Determination of the elevations of pictured points (p.676)
- (c) Drawing the plan, including horizontal contours (p.677)
- 2. Method of Dr A. Meydenbaur (p.677)
- (a) Determination of the focal length for the panorama views (p.678)
- (b) General method of iconometric platting (p.678)
- (c) Determination of the elevations of pictured points of the terrene (p.681)
- 3. Method of Capt. E. Deville (Canadian method) (p.681)
- (a) General remarks on the field work (p.681)
- (b) General remarks on the iconometric platting of the survey (p.683)
- (c) Platting the picture traces (p.684)
- (d) The identification of points, pictured on several photographs, representing the same points of the terrene (p.685)
- (e) Application of Professor Hauck's method for the identification of points on two photographs (p.685)
- (f) Platting the intersections of horizontal directions to pictured points (p.686)
- (g) Platting pictured points iconometrically by "vertical intersections" (p.687)
- (h) Iconometric determination of elevations (p.689)
- (i) Iconometric determination of elevations by means of the "scale of heights" (p.690)
- (j) The use of the so-called "photograph board" (p.691)
- (k) Constructing the traces of a figure's plane (p.692)
- (l) Contouring (p.694)
- (m) The photograph protractor (p.696)
- 4. Method of V. Legros for determining the position of the horizon line (p.697)
- 5. Method of Prof. S. Finsterwalder for the iconometric location of horizontal contours (p.697)
- I. Analytical or arithmetical iconometric methods (p.659)
- CHAPTER IV - PHOTOGRAMMETERS (p.699)
- I. Requirements to be fulfilled by a topographic surveying camera (p.699)
- II. Ordinary cameras (with bellows) made adapted for surveying (p.699)
- III. Special surveying cameras with constant focal lengths (p.701)
- IV. Surveying cameras combined with geodetic instruments (phototheodolites, photographic plane tables, etc.) (p.706)
- 1. The new Italian phototheodolite, devised by L. P. Paganini (p.708)
- 2. The photogrammetric theodolite of Prof. S. Finsterwalder (p.711)
- 3. Phototheodolite for precise work, by O. Ney (p.712)
- 4. The phototheodolite of Dr. C. Koppe (p.715)
- 5. Phototheodolite devised by V. Pollack (p.716)
- 6. Col. A. Laussedat's new phototheodolite (p.717)
- 7. The phototheodolite of Starke and Kammerer (p.717)
- 8. Captain Hübl's plane table photogrammeter (p.721)
- V. Panoramic cameras (p.722)
- CHAPTER V - ICONOMETERS AND PERSPECTOGRAPHS (p.725)
- Dernière image
708
UNITED STATES COAST AND GEODETIC SURVEY.
photo théodolites and other photogrammeters, to corne upon a great number of types in which the many difficultés hâve been overcome, more or less successfully, by various devices.
We may flnd: A large-sized théodolite with a small caméra, placed centrally between the Y supports, after removal of the telescope from the latter, both being interchangeable;
A large caméra mounted upon the horizontal circle with a telescope and vertical circle attached eccentrically (at either side of the caméra);
A large centrically located caméra, the lens of which serves at the same time as objective of
the telescope, the correspond-ing eyepiece being at the een-ter of the frame that ordinarily supports the ground glass plate (in this form the caméra itself is the telescope) ;
Instruments where the board of the plane table has been replaced by a surveying caméra, the upper face of which receives and supports the plane-table sheet and plane-table alidade; also various other combinations (some with compass attachments).
This class of instruments has been in use for large scale surveys and where the instrumental outfit could readily be brought very near the stations to be occupied by convenient means of transportation, the instruments rarely being sub-jected to such primitive and rough methods of transportation over long distantes, as it generally has been the case on our continent when surveying caméras hâve been used.
(1) The new Italian photo-theodolite, devised by L. P. Paganini. — Paganini’s model of 1884 has been described in Appendix No. 3, United States Ooast and Geodetic Siîrvey Report for 1893.
The following description of Paganini’s new phofcotheod-olite, model of 1890, has been extracted from L. P. Paganini’s “Nuovi appunti di fototopograûa,” Roma, 1894:
The general form and the dimensions of the caméra box of Paganini’s new phototheodolite remâin about the same as with the older model, the principal change resting in the omission of the eccentric telescope which has been replaced by the centrally mounted caméra, which may, at will of the observer, be converted into a telescope. ,
The télescopes which we generally flnd attached to surveying instruments consist of a tube, slightly conical in shape, having a positive lens or a System of convergent lenses at one end (the “objective”) which produce within the telescope a real and inverted image—the same as the caméra lens—of any object toward which the lens may be directed. The other, smaller end of
s \ y
Le texte affiché peut comporter un certain nombre d'erreurs. En effet, le mode texte de ce document a été généré de façon automatique par un programme de reconnaissance optique de caractères (OCR). Le taux de reconnaissance estimé pour cette page est de 95,32 %.
La langue de reconnaissance de l'OCR est le Français.
UNITED STATES COAST AND GEODETIC SURVEY.
photo théodolites and other photogrammeters, to corne upon a great number of types in which the many difficultés hâve been overcome, more or less successfully, by various devices.
We may flnd: A large-sized théodolite with a small caméra, placed centrally between the Y supports, after removal of the telescope from the latter, both being interchangeable;
A large caméra mounted upon the horizontal circle with a telescope and vertical circle attached eccentrically (at either side of the caméra);
A large centrically located caméra, the lens of which serves at the same time as objective of
the telescope, the correspond-ing eyepiece being at the een-ter of the frame that ordinarily supports the ground glass plate (in this form the caméra itself is the telescope) ;
Instruments where the board of the plane table has been replaced by a surveying caméra, the upper face of which receives and supports the plane-table sheet and plane-table alidade; also various other combinations (some with compass attachments).
This class of instruments has been in use for large scale surveys and where the instrumental outfit could readily be brought very near the stations to be occupied by convenient means of transportation, the instruments rarely being sub-jected to such primitive and rough methods of transportation over long distantes, as it generally has been the case on our continent when surveying caméras hâve been used.
(1) The new Italian photo-theodolite, devised by L. P. Paganini. — Paganini’s model of 1884 has been described in Appendix No. 3, United States Ooast and Geodetic Siîrvey Report for 1893.
The following description of Paganini’s new phofcotheod-olite, model of 1890, has been extracted from L. P. Paganini’s “Nuovi appunti di fototopograûa,” Roma, 1894:
The general form and the dimensions of the caméra box of Paganini’s new phototheodolite remâin about the same as with the older model, the principal change resting in the omission of the eccentric telescope which has been replaced by the centrally mounted caméra, which may, at will of the observer, be converted into a telescope. ,
The télescopes which we generally flnd attached to surveying instruments consist of a tube, slightly conical in shape, having a positive lens or a System of convergent lenses at one end (the “objective”) which produce within the telescope a real and inverted image—the same as the caméra lens—of any object toward which the lens may be directed. The other, smaller end of
s \ y
Le texte affiché peut comporter un certain nombre d'erreurs. En effet, le mode texte de ce document a été généré de façon automatique par un programme de reconnaissance optique de caractères (OCR). Le taux de reconnaissance estimé pour cette page est de 95,32 %.
La langue de reconnaissance de l'OCR est le Français.



