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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
722

UNITED STATES COAST AND GEODETIC SUR VE Y.

At e and g, fig. 113, are two stops representing the ends of the photographie field ezg, which is identieal with the horizontal angle commanded bv each plate. 1

The lever h, fig. 112, serves to locate the principal point /, fig. 113 ; when the edge of the ruler LL abuts against the upturned lever h, and the principal ray zf (bisecting the angle ezg) inay be drawn npon the plane-table sheet.

With reference to fig. 112 : b = rubber bnlb for operating the pneumatic shutter of the caméra. t = head of pinion which serves to elevate or depress the caméra lens, the change from the normal position of the lens being read on a scale with vernier. n — spirit level, two being provided (at right angles) for adjusting the instrument. R = movable plate carrier. LL = lever for moving the plate carrier R forward (toward the lens) until the sensitive surface of the plate is brought into contact with the graduated métal frame vv.

The horizon and the principal line may be located upon the perspectives by means of the centimètre graduations on the inner edges of the métal frame vv, or two fine wires may be attached to the corresponding points of the graduation.

The caméra is supported by the three leading screws s, their upper ends resting in three slots of the lower face of the caméra box. The latter is firmly united with the tripod head by means of a central clamp screw with spiral spring. T=graduated horizontal circle with clamp screw. It serves to enable the observer to turn the caméra by an equal amount in azimuth after each expos-ure. xx^=-correction screws to adjust the graduated métal frame vv to bring the principal point into the optical axis of the caméra lens.

The plane-table M, with alidade K, serves to locate the caméra station in both the vertical and horizontal sense. If the caméra stations are not very close together, the plane-table may also serve for the location of tertiary points and for the sketching of details.

This photographie plane-table is well suited for topographie reconnaissance surveys. The results obtained by means of the same may not be as précisé as those obtained with the more complieated and refined phototheodolites, but it is more easily transported, is very simple in manipulation, and the adjustments are not liable to be easily disturbed. The instrument is compact, well conceived, and excellently executed.

The size of the photographie plate is 12 by 16 centimètres, giving an effective picture within the graduated margin of 10 by 14 centimètres.

The cube shaped caméra has sides of 21 centimètres length, and weighs 3*5 kilograms. The packing case, including the entire outfit and stout tripod (three folding legs), weighs only 11*5 kilograms. The cost in Yienna of the complété instrument is 400 florins.

V. PANORAMIC CAMERAS.

The lenses of the older surveying caméras gave correct perspectives only for small angles, rarely exceeding 30°, and Martens, in Paris, was probably the first to devise a so-called panoramic caméra to photograph larger sections of the horizon on one plate, even with lenses that ordinarily would cover but a small angular field.

If the objects to be photographed are far enough distant to permit the use of a constant focal length of lens for the picture, and if the lens may berotated about a vertical axis passing through the second nodal point of the lens System, such panoramic views may be obtained upon a sensitized surface bent into a half cylinder whose radius equals the constant focal length of the lens and whose axis coincides with the vertical axis of rotation of the caméra lens.

The topographie cylindrograph of R. Moessard.—The foliowing-described apparatus has been devised by It. Moessard (commandant du Génie, attaché au service géographique de l’armée), of St. Cyr, France.

The hemicylindrical caméra box, fig. 114, rests upon a tripod, with three leveling screws to adjust the verticality of the axis of révolution aa of the caméra lens O, which axis coincides with that of the half cylinder formed by the sensitized surface of the film. The latter may be replaced by a half-cylindrical ground-glass plate.

The caméra lens O may be rotated by hand about aa, using the sight ruler 8 as lever. By viewing the landscape through the sights PP' of the lever 8, the proper timing for the exposure




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