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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.
663
If thé caméra station F and the known point A hâve been platted and the picture trace OO', fig. 40, bas been oriented, tlie horizontal projection of the ray from F to 8 may be found as foliows:
s
V o*
\
Fig.4-0
x
-<>p
S
The abscissa P's' = x, fig. 39, is laid off on OO', fig. 40, from P' in the sense of the direction to 8 (whether 8 is to the right or to the left of the principal line ff, fig. 39) with reference to the principal point P1, locating s' (the orthogonal projection of the pictured point in the gronnd plane) and a line drawn from F through s' = TV, which will be the ray VS, fig. 39, projected in the platting plane.
The position of 8 on the platting sheet is obtained by finding the point of intersection of two or more lines of direction, obtained in a similar manner, from other pictures containing images of 8 and taken from different stations, as ail rays to the same object, seen from different stations, rnust intersect each other in the same point on the platting sheet.
The élévations of pictured terrene points are readily determined after the selected points (identified on several pictures) hâve been determined and platted in horizontal plane, in the manner just described.
If the élévation of the station V is known, the élévation of the line of horizon OO' on the plate, fig. 39, may easily be obtained by adding the height of instrument to the élévation of V.
(c) Détermination of the élévations of pictured points.—Disregarding the effects of curvature and refraction, the élévations of ail the points on the plate which are bisected by the horizon line OO' hâve the same élévation as the optical axis of the instrument at V.
The élévations of pictured points, above or below the horizon line, are obtained by determining their élévation above or their dépréssions below the line O O1.
If D — horizontal distance from station F to a point S, fig. 39,
= VS', fig. 39, to be measured in the platting scale.
L = différence in élévation between point 8 and station F.
= 88' (8' being the orthogonal projection of 8 upon the platting plan). d = horizontal distance of the picture s of S from F.
We find from the similar triangles Vs's and V88':
L : D =y : d
1
L
i>y
d *
2
From the rectangular triangle VP's' follows :
d = f
COS GO
=f sec go,
2 a
whence
Dy
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 94,72 %.
La langue de reconnaissance de l'OCR est le Français.
663
If thé caméra station F and the known point A hâve been platted and the picture trace OO', fig. 40, bas been oriented, tlie horizontal projection of the ray from F to 8 may be found as foliows:
s
V o*
\
Fig.4-0
x
-<>p
S
The abscissa P's' = x, fig. 39, is laid off on OO', fig. 40, from P' in the sense of the direction to 8 (whether 8 is to the right or to the left of the principal line ff, fig. 39) with reference to the principal point P1, locating s' (the orthogonal projection of the pictured point in the gronnd plane) and a line drawn from F through s' = TV, which will be the ray VS, fig. 39, projected in the platting plane.
The position of 8 on the platting sheet is obtained by finding the point of intersection of two or more lines of direction, obtained in a similar manner, from other pictures containing images of 8 and taken from different stations, as ail rays to the same object, seen from different stations, rnust intersect each other in the same point on the platting sheet.
The élévations of pictured terrene points are readily determined after the selected points (identified on several pictures) hâve been determined and platted in horizontal plane, in the manner just described.
If the élévation of the station V is known, the élévation of the line of horizon OO' on the plate, fig. 39, may easily be obtained by adding the height of instrument to the élévation of V.
(c) Détermination of the élévations of pictured points.—Disregarding the effects of curvature and refraction, the élévations of ail the points on the plate which are bisected by the horizon line OO' hâve the same élévation as the optical axis of the instrument at V.
The élévations of pictured points, above or below the horizon line, are obtained by determining their élévation above or their dépréssions below the line O O1.
If D — horizontal distance from station F to a point S, fig. 39,
= VS', fig. 39, to be measured in the platting scale.
L = différence in élévation between point 8 and station F.
= 88' (8' being the orthogonal projection of 8 upon the platting plan). d = horizontal distance of the picture s of S from F.
We find from the similar triangles Vs's and V88':
L : D =y : d
1
L
i>y
d *
2
From the rectangular triangle VP's' follows :
d = f
COS GO
=f sec go,
2 a
whence
Dy
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 94,72 %.
La langue de reconnaissance de l'OCR est le Français.



