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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
662
UNITED STATES COAST AND GEODETIC SURYEY.
ï7o. 3, Report for 1893 of the Superintendent of the United States Coast and Geodetic Survey. Also, Dr. C. Koppe and Prof. P. Steiner give preference to the arithmetieal method for photo-grammetric surveys in general.
GENERAL ARITHMETIC DETERMINATION OE THE ELEMENTS OF THE ITALIAN PHOTOGRAPHIC PERSPECTIVES.
The panoramic views which subserved the map making were obtained by ten successive exposures. After each exposure the caméra was moved in azimuth by a horizontal angie of 36°,
and as each plate subtends a horizontal angle of 42°, the two ends of adjoining plates hâve a common mar-gin of a width of 3° in arc, corresponding to a width of 15 millimétrés. These common margins of two adjoining plates serve principally to ascertain whether the adjustments of the phototheodolite hâve g been changed during the occupancy of a station.
——(«) Orientation of the picture trace.—The horizontal projection of one complété panorama com-posed of ten plates will be a regular decagon, fig. 38, with a radius of the inscribed circle equal to the principal focal length (constant) of the caméra.
P', P2, .... P10--(horizontal) picture traces,
V = panorama station,
DP'=UP2 = . . . . DP10 =/ = principal focal
length of caméra.
After the position of one panoramic view has been platted on the map, its picture trace will be oriented, and with it the remaining nine views of the panorama.
After the horizontal angle go, fig. 39, included between the principal ray VP' of view P' and the horizontal direction to the triangulation point S, fig. 39, bas been platted
the orientation of each succeeding view P2, P3............P10 is accom-
plished by adding successively 36°, 72°, 108°.............(36°—go°) to
the angle go.
(b) Platting the Unes of direction topieturedpoints of the terrene.—The orientation of the panorama hav-ing been made, the lines of direction to points pho-tographed on the panorama plates may readily be platted.
The plate ilOT, fig. 39, may represent a vertical photographie plate oriented with refer -ence to the known point 8, pietured on MN as s.
s
O O1 = horizon line, O— —
V = point of view of the perspective v MN,
œ = angle of orientation for this plate with reference to 8,
VP=f= (principal) focal length, ss1, perpendicular to 00' =y = ordinate of the image s,
sxperpendicular to ff =x= abscissa of the point s.
• S
,û
-&■
Fig.39
From the rectangular triangle VP1 s', fig. 39, we find :
x = f tan go.
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 94,79 %.
La langue de reconnaissance de l'OCR est le Français.
UNITED STATES COAST AND GEODETIC SURYEY.
ï7o. 3, Report for 1893 of the Superintendent of the United States Coast and Geodetic Survey. Also, Dr. C. Koppe and Prof. P. Steiner give preference to the arithmetieal method for photo-grammetric surveys in general.
GENERAL ARITHMETIC DETERMINATION OE THE ELEMENTS OF THE ITALIAN PHOTOGRAPHIC PERSPECTIVES.
The panoramic views which subserved the map making were obtained by ten successive exposures. After each exposure the caméra was moved in azimuth by a horizontal angie of 36°,
and as each plate subtends a horizontal angle of 42°, the two ends of adjoining plates hâve a common mar-gin of a width of 3° in arc, corresponding to a width of 15 millimétrés. These common margins of two adjoining plates serve principally to ascertain whether the adjustments of the phototheodolite hâve g been changed during the occupancy of a station.
——(«) Orientation of the picture trace.—The horizontal projection of one complété panorama com-posed of ten plates will be a regular decagon, fig. 38, with a radius of the inscribed circle equal to the principal focal length (constant) of the caméra.
P', P2, .... P10--(horizontal) picture traces,
V = panorama station,
DP'=UP2 = . . . . DP10 =/ = principal focal
length of caméra.
After the position of one panoramic view has been platted on the map, its picture trace will be oriented, and with it the remaining nine views of the panorama.
After the horizontal angle go, fig. 39, included between the principal ray VP' of view P' and the horizontal direction to the triangulation point S, fig. 39, bas been platted
the orientation of each succeeding view P2, P3............P10 is accom-
plished by adding successively 36°, 72°, 108°.............(36°—go°) to
the angle go.
(b) Platting the Unes of direction topieturedpoints of the terrene.—The orientation of the panorama hav-ing been made, the lines of direction to points pho-tographed on the panorama plates may readily be platted.
The plate ilOT, fig. 39, may represent a vertical photographie plate oriented with refer -ence to the known point 8, pietured on MN as s.
s
O O1 = horizon line, O— —
V = point of view of the perspective v MN,
œ = angle of orientation for this plate with reference to 8,
VP=f= (principal) focal length, ss1, perpendicular to 00' =y = ordinate of the image s,
sxperpendicular to ff =x= abscissa of the point s.
• S
,û
-&■
Fig.39
From the rectangular triangle VP1 s', fig. 39, we find :
x = f tan go.
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 94,79 %.
La langue de reconnaissance de l'OCR est le Français.



