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.641 - vue 27/126
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 II. APPENDIX NO. 10.

641

by Bohnenberger and Bessel) is readily applied and of a ver y simple character, fig. 14. If we deseribe a circle througb two of the tbree given points A and B and the station 8 as tlie third point the angles

A8B = ACB = M and

B SG = BAC = N (being angles of circumferenee npon the

same arcs AB and BG respectively).

Hence, if we lay off the observed horizontal angle M on the base line AC at G and the other horizontal angle N on A G at A, the point of intersection B of their convergent sides CB and AB will be on the line connecting the third point B and the platte'd station 8. After having thus found the direction of the line BB the position of 8 on the line BB may be found as fol" lows :

At any point x of the line BB the ob. served angles M and A are laid off to either side of BB, in the sense in which they were observed. Lines A8 and C8 drawn through A and C parallel to xy and xz, respectively, will locate the position of the station 8 (upon B B) with reference to the three points A, B, and C.

This construction is only recommended when BB is sufficiently long (in fig. 14 it is evidently too short) to admit of a correct prolongation of its direction toward 8.

The picture trace containing the horizontal projections of the pictured points a, b, and c may now be oriented in the known 8A, 8B, and 8C.

B

__i___

manner by adjusting the paper strip over the radiais

YI. ORIENTATION OF THE PICTURE TRACES, BASED UPON INSTRUMENTAL MEASUREMENTS

MADE IN THE FIELD.

When no points are known of the area to be mapped phototopographically the éléments of the perspective (horizon line, principal point, and distance line) can no longer be ascertained from the photograph alone, but instrumental observations will hâve to be resorted to. This method, having been adopted by Capt. E. Deville, will be described in Chapter III, II, 3, in connection with the Oanadian method.

VII. RELATIONS BETWEEN TWO PERSPECTIVES OF THE SAME OBJECT VIEWED FROM BIFFERENT STATIONS (“KERNELPOINTS” AND “KERNELPLANES”).

A more generalized application of photogrammetric methods has been inaugurated since Prof. G. Hauck published his investigations and results regarding the relationship existing between Systems of three lines, each of the latter being in a different plane. (“Théorie der tri-linearen Verwandtschaft ebener Système,” Journal für reine und angewandte Mathematik, herausgegeben von L. Kronecker und A. Weierstrass, 1883, Bd. 95.)

The practical value of Professor Hauck’s déductions had been tested by the students attend-ing his lectures in 1882 during the exercises which are connected with the course in descriptive geometry at the Technical High School in Berlin (Charlottenburg).

(1) Kernelpoints and kernelplanes.—In his discussion of the relationship existing between two perspectives of the same object taken from different stations, Professor Hauck has evolved some G584--------------41




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 95,94 %.

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