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- TABLE DES MATIÈRES
- RECHERCHE DANS LE DOCUMENT
- TEXTE OCÉRISÉ
- Première image
- PAGE DE TITRE
- CONTENTS (p.621)
- CHAPTER I - FUNDAMENTAL PRINCIPLES OF ICONOMETRY (p.630)
- I. Orienting the picture traces on the working sheet (p.631)
- II. Arithmetical determination of the principal and horizon lines (p.633)
- 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)
- 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)
- 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)
- 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)
- I. Analytical or arithmetical iconometric methods (p.659)
- 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)
- 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)
- CHAPTER V - ICONOMETERS AND PERSPECTOGRAPHS (p.725)
- Dernière image
732
UNITED STATES COAST AND GEODETIC SURVEY.
(3-,)
For instance, when the tracer M is moved in a direction parallel to BT or to XY, tlie arm sM will move the slide OD in the same direction. The distance O (pi) remaining unclianged—as long as s (8) undergoes no change—(/a) A will also remain of a constant length. Hence, AD and also GI1, as well as D/a, undergo no changes, and the pencil in ja or in /a' will trace a line parallel to XY, representing the perspective of a line of the ground plan (the one traced by M) parallel to the
picture plane.
When M is moved in the direction of sM, away from XY, the positions of O and D remain the same, but O/a will be lengthened, (/a) moves to the right, or away from 0, carrying the point A with it (A (/a) being a constant length) and increasing the length of the diagonal DA in proportion to the increase of the length of 0 (pi). DA being eqnal to GEJ = Dpi (Dpi1), the latter will also be lengthened, and /a will be moved down, or away from XY, by the same amount as (ja) is moved to the right. The relation between the construction made in fig. 123 and the mechanical platting by means of the perspecto-grapb will now be évident.
VII. Prof essor HaucWs trikolograph.—This instrument has been described by Dr. G. Hauck in a memorial commemorating the opening of the new building of the Boyal Teehnical High School at Charlot-tenburg, near Berlin, hTovember 2, 1884. It serves to reconstruct an object from two perspectives of the same that had been obtained from two different points of view.
The principles which underlie the construction of this instrument hold equally good for the construction of an instrument to be used for the mechanical platting of the ground plan of any object represented on two photographs obtained from different stations.
In 1887, Prof. F. Schiffner already suggested the changes to be made to Dr. Hauck’s instrument, in order to render it available as an instrument of précision for the use of the phototopographer ; still it seems that mechanical diffi-culties in its manufacture are yet to j[a.)
be overcome, as the writer has not met with any record of such a per-fected instrument havingbeen either in use or even been constructed.
In Chapter I it had been shown that a point, A, photographed from two stations S and Sx, may be platted in horizontal plan, if the two picture traces, gg and gxgx, and the two caméra stations, S and Sx, are given on the horizontal plan, fig. 125.
The two picture planes may be revolved about their ground lines, gg and gxgx, into the ground or platting plane, when (a) and (af) will be the two images of the point, A, revolved into the ground plane. If we draw lines through (a) and (ax) perpendicular to the corre-sjmnding ground lines gg and gxgx, then a' and a/ will be the (horizontal) projections of the picture points, a and ax, into the platting plane, and the intersection, A', of the radiais Sa' and Sxax' will locate the positions on the platting sheet of the point A, pictured on the two plates as a and aH respectively.
This graphie détermination of the platted position A' of the point A may be accomplished mechanically by placing slotted rulers with their center lines upon gg and gxgx, fig. 126, and indicating the directions of the perpendiculars, dropped from the pictiired points (revolved into the horizontal plan) upon the ground lines, by two arms (a) be and a'b of a pantograph combination, where
(a)b = bc — a'b
or '
(ax)bx — bxCi = a'ifti.
Fig. 126
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 94,85 %.
La langue de reconnaissance de l'OCR est le Français.
UNITED STATES COAST AND GEODETIC SURVEY.
(3-,)
For instance, when the tracer M is moved in a direction parallel to BT or to XY, tlie arm sM will move the slide OD in the same direction. The distance O (pi) remaining unclianged—as long as s (8) undergoes no change—(/a) A will also remain of a constant length. Hence, AD and also GI1, as well as D/a, undergo no changes, and the pencil in ja or in /a' will trace a line parallel to XY, representing the perspective of a line of the ground plan (the one traced by M) parallel to the
picture plane.
When M is moved in the direction of sM, away from XY, the positions of O and D remain the same, but O/a will be lengthened, (/a) moves to the right, or away from 0, carrying the point A with it (A (/a) being a constant length) and increasing the length of the diagonal DA in proportion to the increase of the length of 0 (pi). DA being eqnal to GEJ = Dpi (Dpi1), the latter will also be lengthened, and /a will be moved down, or away from XY, by the same amount as (ja) is moved to the right. The relation between the construction made in fig. 123 and the mechanical platting by means of the perspecto-grapb will now be évident.
VII. Prof essor HaucWs trikolograph.—This instrument has been described by Dr. G. Hauck in a memorial commemorating the opening of the new building of the Boyal Teehnical High School at Charlot-tenburg, near Berlin, hTovember 2, 1884. It serves to reconstruct an object from two perspectives of the same that had been obtained from two different points of view.
The principles which underlie the construction of this instrument hold equally good for the construction of an instrument to be used for the mechanical platting of the ground plan of any object represented on two photographs obtained from different stations.
In 1887, Prof. F. Schiffner already suggested the changes to be made to Dr. Hauck’s instrument, in order to render it available as an instrument of précision for the use of the phototopographer ; still it seems that mechanical diffi-culties in its manufacture are yet to j[a.)
be overcome, as the writer has not met with any record of such a per-fected instrument havingbeen either in use or even been constructed.
In Chapter I it had been shown that a point, A, photographed from two stations S and Sx, may be platted in horizontal plan, if the two picture traces, gg and gxgx, and the two caméra stations, S and Sx, are given on the horizontal plan, fig. 125.
The two picture planes may be revolved about their ground lines, gg and gxgx, into the ground or platting plane, when (a) and (af) will be the two images of the point, A, revolved into the ground plane. If we draw lines through (a) and (ax) perpendicular to the corre-sjmnding ground lines gg and gxgx, then a' and a/ will be the (horizontal) projections of the picture points, a and ax, into the platting plane, and the intersection, A', of the radiais Sa' and Sxax' will locate the positions on the platting sheet of the point A, pictured on the two plates as a and aH respectively.
This graphie détermination of the platted position A' of the point A may be accomplished mechanically by placing slotted rulers with their center lines upon gg and gxgx, fig. 126, and indicating the directions of the perpendiculars, dropped from the pictiired points (revolved into the horizontal plan) upon the ground lines, by two arms (a) be and a'b of a pantograph combination, where
(a)b = bc — a'b
or '
(ax)bx — bxCi = a'ifti.
Fig. 126
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 94,85 %.
La langue de reconnaissance de l'OCR est le Français.



