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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
REPORT FOR 1897—PART II. APPENDIX NO. 10.
651
After platting the pieture trace 000o' (of the perspective MW, fig. 24) in the ground plane by
means of the radiais 80a0, 80b0..........., the distances 80ôc, 80tf0............(fig. 25) laid
off npon S0P0, fig. 26, will locate those net lines (parallel with O000') in the ground plane which correspond to the lines dô, bfi . . . . shown in the perspective MW, fig. 24.
If we now transfer the points aQ', PQ, b0', d0', and cQ' from fig. 24 to a strip of paper, and place this upon the pieture trace 00(V, fig. 26, that the points P0 will coincide, the lines a0'A, bJB, . . . drawn parallel with 8QP0 will represent the net lines which are perpendicular to the ground line 0o0'o.
Thus the platted positions of the points A, B, C, and B are located on the ground plane by the intersections of the corresponding net lines of both Systems, as shown in fig. 26.
The points A, B, C, and B will, of course, also be bisected by the radiais 80a0, 80b0 . ,
which fact may make it more advantageous to select some other disposition of the net lines for a figure of a different shape.
When the figure has a sinuous perimeter the squares of the network should be selected of a size sufficiently small to enable the draughtsman to draw the perimeter sections falling within the squares sufficiently accurate to obtain a correct représentation of the general outline.
X. THE VANISHING- SCALE.
We had seen, fig. 26, that the radiais drawn from the so-called u foot of the station” (80) represent the directions to the points A, B, C . . . . in the ground plane, and if we eould détermine the distances 8aA, 80B .... (from the foot of the station 80 to the points to be
platted A, B,.............) from the perspective in some manner the location of the platted
positions in the ground plane would become an easy matter.
The distances 80A, 80B . ...... fig. 26, may be determined from the perspective by
means of the so-called vanishing scale, which may be constructed as follows, fig. 27 :
Fig.27
MW = trace of pieture plane in the principal plane, ER = trace of horizon plane in the principal plane, GG — trace of ground plane in the principal plane, 880 = élévation of the station 8 above the ground plane GG, or above the foot of the station 80.
A scale of equal parts is laid off upon GG, to either side of P0, and radiais are drawn from 8 through the graduation points of the scale ; their intersections with MW form the vanishing scale, which may serve to locate distances from the foot of the station to points to be platted in the ground plane.
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 94,75 %.
La langue de reconnaissance de l'OCR est le Français.
651
After platting the pieture trace 000o' (of the perspective MW, fig. 24) in the ground plane by
means of the radiais 80a0, 80b0..........., the distances 80ôc, 80tf0............(fig. 25) laid
off npon S0P0, fig. 26, will locate those net lines (parallel with O000') in the ground plane which correspond to the lines dô, bfi . . . . shown in the perspective MW, fig. 24.
If we now transfer the points aQ', PQ, b0', d0', and cQ' from fig. 24 to a strip of paper, and place this upon the pieture trace 00(V, fig. 26, that the points P0 will coincide, the lines a0'A, bJB, . . . drawn parallel with 8QP0 will represent the net lines which are perpendicular to the ground line 0o0'o.
Thus the platted positions of the points A, B, C, and B are located on the ground plane by the intersections of the corresponding net lines of both Systems, as shown in fig. 26.
The points A, B, C, and B will, of course, also be bisected by the radiais 80a0, 80b0 . ,
which fact may make it more advantageous to select some other disposition of the net lines for a figure of a different shape.
When the figure has a sinuous perimeter the squares of the network should be selected of a size sufficiently small to enable the draughtsman to draw the perimeter sections falling within the squares sufficiently accurate to obtain a correct représentation of the general outline.
X. THE VANISHING- SCALE.
We had seen, fig. 26, that the radiais drawn from the so-called u foot of the station” (80) represent the directions to the points A, B, C . . . . in the ground plane, and if we eould détermine the distances 8aA, 80B .... (from the foot of the station 80 to the points to be
platted A, B,.............) from the perspective in some manner the location of the platted
positions in the ground plane would become an easy matter.
The distances 80A, 80B . ...... fig. 26, may be determined from the perspective by
means of the so-called vanishing scale, which may be constructed as follows, fig. 27 :
Fig.27
MW = trace of pieture plane in the principal plane, ER = trace of horizon plane in the principal plane, GG — trace of ground plane in the principal plane, 880 = élévation of the station 8 above the ground plane GG, or above the foot of the station 80.
A scale of equal parts is laid off upon GG, to either side of P0, and radiais are drawn from 8 through the graduation points of the scale ; their intersections with MW form the vanishing scale, which may serve to locate distances from the foot of the station to points to be platted in the ground plane.
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 94,75 %.
La langue de reconnaissance de l'OCR est le Français.



