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  • Thiele, Thorvald Nicolai (1838-1910) - Note sur l'application de la photographie aux mesu...
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  • p.705 - vue 95/126
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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
REPORT FOR 1897-PART II. APPENDIX NO. 10.

705

Great care should be exercised in both cases to maintain the other level (tbe one at right angles to the sensitive plate) at its proper reading in order to expose both plates in vertical plan.

After measuring CO and OA or BQ and QD, a simple proportion will give the proper reading of the transverse level, which will bring the horizon line of the vertically exposed plate throngh the two notches O and Q of the métal box.

The correct reading of the other transverse level is found by the same method, with the caméra in the vertical position, fig. 83.

Ail these operations must be executed with great care and précision, and with the help of a microscope of moderate power, as the subséquent iconometric platting of pictured points is based upon the détermination of the ordiuates and abscissæ of sueh points on the photographs, with reference to the principal and horizon lines, as a System of rectangular coordinates.

It had been assumed that the levels were placed very nearly in correct adjustment by the maker, as previously mentioned. If found too much out, they should of course be first approxi-mately adjusted by setting the métal box on a leveled plate. For this purpose the plate glass sent out with every instrument is set on the caméra base and leveled like an artificial horizon.

(3) Use of the instruments eomprised in the Canadian p ho to top ograp hic outfit. —The instruments and tripod being made as light as possible, steadiness is secured by a net suspended between the tripod legs in which a heavy stone is placed. With this device better photographs and more précisé observations are obtained, and there is no risk of the instruments (resting upon the tripod) being blown over during one of the sudden and strong gusts of wind so fr'equently encountered on elevated peaks in the mountains.

After having arrived at a triangulation station, the surveyor adjusts the transit and observes the azimuth and zénith distances of ail signais marking the triangulation and caméra stations that may be visible from his position. If accompanied by his assistant, each reads one vernier and both enter the readings in record books. After completion of the observations they compare notes. Any discrepancy that may be discovered in the recorded data is corrected on the spot.

The caméra is carried in a sole-leatker case containing also twelve fllled plate holders. When more plates are needed they (with the necessary holders) must be carried in a separate réceptacle. Taking the caméra out of the case, the leveling base, lig. 86, is screwed to it, and the caméra is then placed upon the tripod, from which the transit had been removed, without disturbing the position of the tripod 5 the shade or hood is now unfolded and attached to the hooks at the front of the caméra, fig. 82. A plate holder is inserted into the carrier, and its number is recorded upon a rough outline sketch of the view commanded by the field of the caméra image, entering also such notes as may be of value for the development of the plate and for the iconometric platting of the topography recorded upon it (by the action of the light). Having made sure that the cap is on the lens, the slide is withdrawn from the plate holder and the plate is brought into contact with the frame of the métal box by turning the screw G, figs. 84 and 85, devised for this purpose. The surveyor now turns the caméra in azimuth until the lines on the upper face of the wooden casing show that it is properly directed or oriented to include the panorama section to be photographed between the lines, the field of view coinciding with the outline sketch bearing the number of the plate holder in the caméra. Sighting along the converging lines, shown on the side face of the wooden caméra casing, he can assure himself whether the view on the image plate reaches high or low enough. If it does not, he will put the longer dimension of the caméra upright, unless the caméra was already in that position. He levels carefully, in the manner previously described, and exposes the plate. Whenever the sun shines inside of the front hood it should be shaded off during the exposure of the plate by holding something above the hood. Under no circumstances should the snn be permitted to shine upon the lens.

Every evening, after returning to the survey camp, the surveyor replaces the exposed plates in his dark tent by new ones, using a ruby-colored light. He also marks the exposed plates in one corner, before removal from the holder, with his initiais, the number of the dozen and of the plate (the same number as given to the corresponding outline sketch), using a soft lead pencil for this purpose; e. g., IV, 5, means plate No. 5 of the fourth dozen, or the forty-first plate. The exposed plates are now placed into a double tin box, fig. 93, which can be closed hermetically, and which will float when filled with two dozen plates, should the same be accidentally thrown into 6584---------------45




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