Cnum - Conservatoire numérique des Arts et Métiers - retour page d'accueil
  • À propos
  • Catalogue général
Recherche avancée
  • Aide  
  • roue dentee  
  • Fils RSS des actualités de la bibliothèque numérique
  • Accueil
  •  > 
  • Catalogue général
  •  > 
  • Thiele, Thorvald Nicolai (1838-1910) - Note sur l'application de la photographie aux mesu...
  •  > 
  • p.717 - vue 107/126
Première page Page précédente
Page suivante Dernière page Réduire l’image 100% Agrandir l’image Revenir à la taille normale de l’image Adapte la taille de l’image à la fenêtre Rotation antihoraire 90° Rotation antihoraire 90° Imprimer la page
Basculer à gauche  Basculer à droite
Fermer
  • TABLE DES MATIÈRES
  • RECHERCHE DANS LE DOCUMENT
  • TEXTE OCÉRISÉ
  • Première image
  • PAGE DE TITRE
    • CONTENTS (p.621)
      • PREFACE (p.625)
      • INTRODUCTION (p.627)
    • CHAPTER I - FUNDAMENTAL PRINCIPLES OF ICONOMETRY (p.630)
      • I. Orienting the picture traces on the working sheet (p.631)
        • 1. Using a surveying camera (p.631)
        • 2. Using a camera ou phototheodolite (p.632)
      • II. Arithmetical determination of the principal and horizon lines (p.633)
        • 1. Determination of the principal point and of the distance line of the perspective (p.633)
        • 2. Determination of the position of the horizon line on the perspective (p.634)
      • 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)
        • 1. Using the three-arm protractor ; mechanical solution of the three-point problem (p.640)
        • 2. Graphic solution of the three-point problem (p.640)
        • (a) Using the so-called two-circle method (p.640)
        • (b) Using the method of Bohnenberger and Bessel (p.640)
      • 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)
        • 1. "Kernelpoints" and "kernelplanes" (p.641)
        • 2. Use of the line of intersection of two picture planes showing identical objects viewed from two different stations (p.643)
      • 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)
      • I. To plat the picture trace of an inclined plate (p.654)
      • II. To plat the lines of direction to points pictured on an inclined photographic plate (p.656)
      • III. Determination of the altitudes of points pictured on inclined photographic plates (p.656)
      • IV. Application of Professor Hauck's method (p.657)
    • 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)
    • 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)
        • 1. Dr A. Meydenbaur's surveying camera (p.701)
        • 2. E. Deville's new surveying camera (p.701)
        • 3. Use of the instruments comprised in the Canadian phototopographic outfit (p.705)
        • 4. United States Coast and Geodetic Survey camera (p.706)
      • 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)
        • The topographic cylindrograph of R. Moessard (p.722)
    • CHAPTER V - ICONOMETERS AND PERSPECTOGRAPHS (p.725)
      • I. The graphic protractor (p.725)
      • II. The graphic sector ("settore grafico") (p.725)
      • III. The graphic hypsometer (p.725)
      • IV. The centrolinead (p.725)
        • 1. To set the arms of the centrolinead, if the direction to the vanishing point is given, by a line in the ground plan (p.727)
        • 2. To set the arms of the centrolinead if the given line belongs to the perspective (p.727)
      • V. The perspectometer (p.728)
        • The use of the perspectometer (p.728)
      • VI. The perspectograph (H. Ritter's instrument) (p.729)
        • The use of the perspectograph (p.731)
      • VII. Professor Hauck's trikolograph (p.732)
  • Dernière image
REPORT FOR 1897--PART IL APPENDIX NO. 10.

717

and the principal lines upon the perspectives, but they also give the means to discover any distor-tion that may arise in the pictures due to the wet process of development.

This métal graduated frame is brought into contact with the sensitive surface of the film by a simple mechanical contrivance in such a way that the focal leugth for ail négatives is constant, even if the plate holders or glass plates should not be equally thick.

(6) Col. A. Laussedafs latest phototheodolite.—This instrument (figs. 105 and 106) has been manufactured by E. Ducretet and L. Lejeune, in Paris, France.

Both transit telescope L and caméra G are centrally mounted, the latter above the former. The caméra may also be used alone, independently of the transit, and it may then be mounted upon the tripod (fig. 106) by means of a spécial pivot or spindle 8'. The transit may likewise be used alone, without the caméra, for trigonométrie observations.

8 = leveling screws. cx == central clamp screw. G = caméra, and B = magazine for fifteen plates. O = objective of the caméra; it is a rectilinear wide-angle lens of 75 millimétrés focal length. R = sliding front plate of caméra, provided with pinion and rack movement, P, to elevate or depress the lens. V = finder to show the extent of the field covered by the photographie plate, although a focusing glass, G, fig. 106, is also provided. L = transit telescope provided with stadia wires. Ce = vertical circle, graduated to 30'. M = Wye supports of the telescope axis of révolution, their prolongation forming the caméra support. A = horizontal circle graduated to 30' ; its clamp and slow-motion screw are indicated at P'. N = adjustable level.

D = déclination or box compass.

Several loaded magazines, each containing 15 plates, may be carried with this instrument and the plates may be exchanged in full daylight without having to remove the caméra. The photographie plates are 6^ by 9 centimètres, but enlarged prints are

used for the iconometric platting.

Six plates cover the entire horizon and will form a complété panorama.

The lens is provided with an iris shutter. It may be focused for

short distances or infinity by turning a lever over a scale showing the distances in métrés attached to the front board, R, of the caméra.

In fig. 106 the caméra is represented with the magazine, B, removed and replaced by the ground glass plate, G.

The entire outfit, excepting the tripod, may be transported in one carrying case (with shoulder or pack straps) of 39 by 28 by 17 centimètres size and 8 kilogrammes weight if but one magazine filled with 15 plates is included.

(7) The phototheodolite of Starlce and Kammerer.—This instrument, fig. 107, is somewhat similar in construction to Professor Finsterwal-der’s phototheodolite; both hâve neither telescope nor vertical circle, being provided with caméra télescopes instead.

An ordinary skeleton tripod supports the three leveling screws, 8, and a central clamp screw with spiral spring, P, securely connects the tripod head with the instrument proper. R represents the horizontal circle, graduated to 20', but by means of two verniers and microscopes, L, horizontal angles may be read to 1'.

The vertical axis of révolution, ending in three horizontal afms, B2, P3, may be adjusted with the aid of the leveling screws S and the cross levels lu l2. The plate P, forming the support of the cross levels, is firrnly united with the arm B2.



F«g. t OS

Fig. I 06




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 95,93 %.

La langue de reconnaissance de l'OCR est le Français.