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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.
643
of the iconometric constructions will arise, inasmuch as such pictured stations (s and s1) will be “kernelpoints.”
The line of intersection (JO) of the two pictnre planes (MN and M' N‘) may also play an important part in the iconometric platting, not only for pictures exposed in vertical planes, but even more so when they are exposed in inclined planes.
. If two pictures MN and M' N' are given (in fig. 16 their traces are represented as HH and H' H', respectively) representing the same object (viewed from two stations S and S'), then the pictures s and s' (“ kernelpoints”) of the reciprocal caméra stations may be located upon the picture planes by construction (if they are not shown in the field of the pictures), as shown in
fig. 16.
The horizontal projections (s, and si) of the “ kernelpoints” (s and s') are identical with the points of intersection of the base line (SS') and the pictures traces (HHand H1 H1). The horizontal projections of the line of intersection (JO, fig. 15) of the two picture planes (MN and M1 N') will be represented by the point of intersection (i) of the two picture traces (HH and H' H').
Hence, if we revolve the picture planes about their ground lines until they fall within the horizontal plane of the ground plan, the line JO, fig. 15 (common to both picture planes), will be represented by the lines
i(J), fig. 16, and the “kernel- h h'
points” s and s' of the re-volved planes will fall upon the lines Si(s) and s'i(s'), respectively. (These lines are perpendiculars upon the picture traces (IIH and H'H’) in the horizontal projections of the “kernelpoints”.)
To find the lengths Si(s) and s\(s') (ordinates of the “kernelpoints” in the picture planes), perpendiculars are erected in S and 8f, fig.
16, and their lengths are made equal to the élévations of the respective caméra horizons above the ground plane = $($) and S1 (S'), respectively. The line (8)(8f), connecting the caméra stations 8 and (in fig. 16 the vertical plane passing through
the caméra stations 8 and 8' h as been revolved about the horizontal projection of the base line SS' until it coïncides with the horizontal ground plane) will intersect the lines s fs) and s'^s') (which are perpendicular to the horizontal projection of the base line in the “ kernelpoints” sx and s'i), and the lengths sx(s) and s'i(s') will equal the ordinates of the kernelpoints. In this manner the “kernelpoints” may be located in the picture plane of any photograph.
(2) Use ofihe Une of intersection ( JO) oftwo picture planes (MN and M'N‘) which show identical ohjects viewed from two different stations (s and sr).—If a sériés of characteristie points of the terrene, pictured in a vertical picture plane MN, fig. 17, are connected with the “kernelpoint” s by straiglit lines, these will (when prolonged) intersect the line JO, and if the pictures of the identical points in the vertical picture plane M'N' are joined with the “kernelpoint” s', and if these lines are likewise prolonged to intersect the line (JO), forming the intersection of the two picture planes (MH and M'N1), the sériés of intersections of JO with the first group, belonging to MN, will be identical with the intersections of JO with the second group of lines, belonging to M'N'.
If we now imagine the line JO provided with a scale of equal parts, with zéro in the ground plane 6r6r, fig. 17, lines drawn through the “kernelpoints” and identical points of objects pictured
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 95,35 %.
La langue de reconnaissance de l'OCR est le Français.
643
of the iconometric constructions will arise, inasmuch as such pictured stations (s and s1) will be “kernelpoints.”
The line of intersection (JO) of the two pictnre planes (MN and M' N‘) may also play an important part in the iconometric platting, not only for pictures exposed in vertical planes, but even more so when they are exposed in inclined planes.
. If two pictures MN and M' N' are given (in fig. 16 their traces are represented as HH and H' H', respectively) representing the same object (viewed from two stations S and S'), then the pictures s and s' (“ kernelpoints”) of the reciprocal caméra stations may be located upon the picture planes by construction (if they are not shown in the field of the pictures), as shown in
fig. 16.
The horizontal projections (s, and si) of the “ kernelpoints” (s and s') are identical with the points of intersection of the base line (SS') and the pictures traces (HHand H1 H1). The horizontal projections of the line of intersection (JO, fig. 15) of the two picture planes (MN and M1 N') will be represented by the point of intersection (i) of the two picture traces (HH and H' H').
Hence, if we revolve the picture planes about their ground lines until they fall within the horizontal plane of the ground plan, the line JO, fig. 15 (common to both picture planes), will be represented by the lines
i(J), fig. 16, and the “kernel- h h'
points” s and s' of the re-volved planes will fall upon the lines Si(s) and s'i(s'), respectively. (These lines are perpendiculars upon the picture traces (IIH and H'H’) in the horizontal projections of the “kernelpoints”.)
To find the lengths Si(s) and s\(s') (ordinates of the “kernelpoints” in the picture planes), perpendiculars are erected in S and 8f, fig.
16, and their lengths are made equal to the élévations of the respective caméra horizons above the ground plane = $($) and S1 (S'), respectively. The line (8)(8f), connecting the caméra stations 8 and (in fig. 16 the vertical plane passing through
the caméra stations 8 and 8' h as been revolved about the horizontal projection of the base line SS' until it coïncides with the horizontal ground plane) will intersect the lines s fs) and s'^s') (which are perpendicular to the horizontal projection of the base line in the “ kernelpoints” sx and s'i), and the lengths sx(s) and s'i(s') will equal the ordinates of the kernelpoints. In this manner the “kernelpoints” may be located in the picture plane of any photograph.
(2) Use ofihe Une of intersection ( JO) oftwo picture planes (MN and M'N‘) which show identical ohjects viewed from two different stations (s and sr).—If a sériés of characteristie points of the terrene, pictured in a vertical picture plane MN, fig. 17, are connected with the “kernelpoint” s by straiglit lines, these will (when prolonged) intersect the line JO, and if the pictures of the identical points in the vertical picture plane M'N' are joined with the “kernelpoint” s', and if these lines are likewise prolonged to intersect the line (JO), forming the intersection of the two picture planes (MH and M'N1), the sériés of intersections of JO with the first group, belonging to MN, will be identical with the intersections of JO with the second group of lines, belonging to M'N'.
If we now imagine the line JO provided with a scale of equal parts, with zéro in the ground plane 6r6r, fig. 17, lines drawn through the “kernelpoints” and identical points of objects pictured
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 95,35 %.
La langue de reconnaissance de l'OCR est le Français.



