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  • Thiele, Thorvald Nicolai (1838-1910) - Note sur l'application de la photographie aux mesu...
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  • 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
692

UNITED STATES COAST AND GEODETIC SURVEY.

The studs of the u centre lineads ” (to be mentioned later) are fixed in A, B, <7, and E, the lines AB and GE joining their centers, and those required for adjusting the centro lineads are drawn on the photograph board to be used as will be explained in a later paragraph. The square EGKH is constructed on the four distance points $, S', D', and I).

(Te) Construction of the traces of a figuras plane.—If one wislies to use a perspective instrument for converting a figure—situated in an inelined plane of which the perspective (photograph) is given—into the projection of the figure, into horizontal plan, it will be necessary to locate the traces of the figure’s plane on the principal and picture planes.

ô—-

—o-

We may distinguish between two cases that frequently arise in practical work.

(1) The inelined plane, containing the figure, may be given by the liqe of greatest slope, or,

(2) The inelined plane may be given by three or more points.

First case: The inelined plane containing the figure is given by its line of greatest slope; this may be an inelined road, the drainage line of a straight valley, the trend of a torrent, the surface of a live glacier, etc.

This line of greatest slope may be represeuted on the plan by a line ab, fig. 71, the altitude of a being known.

After the photograph has been pinned to the photograph board, the ground line XY is drawn, taking the horizontal plane through a as the ground plane. ’

On the platting board aO is drawn through a perpendicular to the horizontal projection ab of the line of greatest slope, and it is produced to its intersections A s and O with the principal line Sipx and with the picture trace XxYx.




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