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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.
727
(1) To set the arms (l and V) of the centrolinead if the direction to the vanishing point ( F) is given by a line in the ground plan.
With reference to fig. 119 we hâve :
P = principal point on the photograph board. A and B = positions of the studs. Sv = given direction of the line on the ground plan, when V will be the vanishing point for that line.
We revolve the picture plane about the horizon line, as axis, into the horizontal platting plane when the station may fall in S, fig. 119, SP being then the distance line or focal length projected into horizontal plan. Should the point V fall upon the drawing board we could describe a circle through AB and Y and place the fiducial edge of the centrolinead’s straight-edge upon DP (upon the horizon line) with the axis of rotation O of the arms l and V in D upon the cir- H cle, then bring the arms Z and V into contact with the studs A and B and clamp them in this position. Still, in this case there would be no use for the centrolinead, the point Y being accessible.
To set the arms for
an inaccessible point Y we again refer to fig. 119. Join the points Y and B, the angle YDB—the inclination of the lower arm l' against the ruler L—is equal to VBA, both angles subtending equal arcs of the same circle. Draw the lines CS and BS. At any point c on CS draw cM and cv par-allel to AB and DP and join b and v. By reason of similarity of triangles, vb must be parallel to VB and the angle
vbc = VBC = BDY.
Hence, the arms of the centrolinead may be set in the case under considération by placing the ruler L on Mb, the axis of rotation, O, coinciding with b, and adjusting the lower arm V of the centrolinead to coincide with bv. The other arm l, having the same inclination against the ruler L as the arm V, may be set by placing the ruler L upon the horizon line DP and moving it along this
line until the lower adjusted arm V cornes into contact with the stud B, then moving the other arm l about O until it cornes into contact with the stud A and clamping it also.
The lines BS, CS, Mc, and cv are drawn once for ail upon the photograph board, fig. 70. The only line to be drawn for setting the arms of the centrolinead is Sv, which is the direction of the given line on the ground plan. The line bv need not be drawn, the points b and v being located by drawing cv parallel with the horizon line and cM or cb parallel with the distance line SP.
{2) To set the arms ofthe centrolinead, if the given line YE belongs to the perspective:
Take any point F, fig. 120, on the horizon line, join F with E and F with B, then draw cM parallel to AB. Through e draw ev parallel to EY and join vb. Owing to the similarity of triangles vb will be parallel with VB and the angle vbc = YBA, which is the inclination of the arm against the ruler L of the centrolinead.
FB and cM are permanently drawn on the photograph board, but FE and ve will bave to be drawn for every given line. In this case two lines will hâve to be drawn instead of one, as in the preceding case.
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 96,94 %.
La langue de reconnaissance de l'OCR est le Français.
727
(1) To set the arms (l and V) of the centrolinead if the direction to the vanishing point ( F) is given by a line in the ground plan.
With reference to fig. 119 we hâve :
P = principal point on the photograph board. A and B = positions of the studs. Sv = given direction of the line on the ground plan, when V will be the vanishing point for that line.
We revolve the picture plane about the horizon line, as axis, into the horizontal platting plane when the station may fall in S, fig. 119, SP being then the distance line or focal length projected into horizontal plan. Should the point V fall upon the drawing board we could describe a circle through AB and Y and place the fiducial edge of the centrolinead’s straight-edge upon DP (upon the horizon line) with the axis of rotation O of the arms l and V in D upon the cir- H cle, then bring the arms Z and V into contact with the studs A and B and clamp them in this position. Still, in this case there would be no use for the centrolinead, the point Y being accessible.
To set the arms for
an inaccessible point Y we again refer to fig. 119. Join the points Y and B, the angle YDB—the inclination of the lower arm l' against the ruler L—is equal to VBA, both angles subtending equal arcs of the same circle. Draw the lines CS and BS. At any point c on CS draw cM and cv par-allel to AB and DP and join b and v. By reason of similarity of triangles, vb must be parallel to VB and the angle
vbc = VBC = BDY.
Hence, the arms of the centrolinead may be set in the case under considération by placing the ruler L on Mb, the axis of rotation, O, coinciding with b, and adjusting the lower arm V of the centrolinead to coincide with bv. The other arm l, having the same inclination against the ruler L as the arm V, may be set by placing the ruler L upon the horizon line DP and moving it along this
line until the lower adjusted arm V cornes into contact with the stud B, then moving the other arm l about O until it cornes into contact with the stud A and clamping it also.
The lines BS, CS, Mc, and cv are drawn once for ail upon the photograph board, fig. 70. The only line to be drawn for setting the arms of the centrolinead is Sv, which is the direction of the given line on the ground plan. The line bv need not be drawn, the points b and v being located by drawing cv parallel with the horizon line and cM or cb parallel with the distance line SP.
{2) To set the arms ofthe centrolinead, if the given line YE belongs to the perspective:
Take any point F, fig. 120, on the horizon line, join F with E and F with B, then draw cM parallel to AB. Through e draw ev parallel to EY and join vb. Owing to the similarity of triangles vb will be parallel with VB and the angle vbc = YBA, which is the inclination of the arm against the ruler L of the centrolinead.
FB and cM are permanently drawn on the photograph board, but FE and ve will bave to be drawn for every given line. In this case two lines will hâve to be drawn instead of one, as in the preceding case.
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 96,94 %.
La langue de reconnaissance de l'OCR est le Français.



