rojector was
esearch and
development
der contract
Washington,
21081.
continuous
research and
provide the
methods for
ping require-
Since the be-
d, many in-
etric instru-
the scope of
de. Through
of Engineers
the develop-
ogrammetric
1 a definite
ment of the
y to mapping
es of the En-
right Field,”
RING, Vol. II,
mparagraph,"
RING, Vol. II,
“Stereoscopic
PHOTOGRAM-
VT, No. 3, p.
Capt. R. R.,
phy from the
I, p. 357, 1941.
en Years of
in the Corps
IMETRIC EN-
161, 1944.
neer Board,"
ING, Vol. X11,
c Radar Will
ork Times, 28
ngineer Board
ping Equip-
ENGINEERING,
5%
of Shoran to
" PHOTOGRAM-
XII, No. 4, p.
10.
11.
12.
13.
14.
15.
16.
17.
18.
PHOTOGRAMMETRIC ENGINEERING 15
Pennington, J. T., “Tangential Distortion
and Its Effect on Photogrammetric Ex-
tensions of Control,”” PHOTOGRAMMETRIC
ENGINEERING, Vol. XIII, No. 1, p. 135,
1947.
Boughton, O. W. and Sharp, J. V., “De-
velopment of Bausch and Lomb Autofocus
Rectifier," PHOTOGRAMMETRIC ENGINEER-
ING, Vol. XIV, No. 3, p. 349, 1948.
Woo, Harry W., “Oblique Wide-Angle Mul-
tiplex," PHOTOGRAMMETRIC ENGINEERING,
Vol. XV, No. 3, p. 423, 1949.
Sharp, J. V., "New Developments on B & L
Multiplex Equipment," PHOTOGRAMMETRIC
ENGINEERING, Vol. XV, No. 3, p. 426,
1949.
Sharp, J. V., “Bausch & Lomb Autofocus
Rectifier," PHOTOGRAMMETRIC ENGINEER-
ING, Vol. XV, No. 3, p. 436, 1949.
Houghton, Daniel E., “Portable Autofocus-
ing Reflecting Projector,” PHOTOGRAM-
METRIC ENGINEERING, Vol. XV, No. 3, p.
439, 1949.
McComas, H. L., “Improved Slotted
Templet Equipment,” PHOTOGRAMMETRIC
ENGINEERING, Vol. XV, No. 3, p. 446, 1949.
McFarland, Frank A., “Rectifying Projec-
tion Printer,” PHOTOGRAMMETRIC EN-
GINEERING, Vol. XV, No. 3, p. 443, 1949.
Wilson, Archer M., “Shoran for the Pho-
togrammetrists,”’” PHOTOGRAMMETRIC EN-
GINEERING, Vol. XVI, No. 1, p. 73, 1950.
Department of the Army Technical Manuals
1.
2.
3.
TM 5-230, Topographic Drafting, 12 Nov.
1940.
TM 5-240, Aerial Photo Topography, 10
May 1944.
TM 5-244, Multiplex Mapping Equipment,
30 June 1943.
x
r
4. TM 5-246, Interpretation of Aerial Photos,
1942.
Books
1. Talley, Capt. Benjamin B., "Engineering
Applications of Aerial and Terrestrial Pho-
togrammetry," Putnam Publishing Corp.,
New York, 1938.
. Bagley, Lt. Col. James W., USA Ret.,
"Aerophotography and Aerosurveying,”
McGraw-Hill Book Company, Inc, New
York, 1941.
PATENTS
1,713,498 Cooke, H. L., "Method of and
Apparatus for determining Spacial
Configuration by means of Pho-
tos," 14 May 1929
1,980,657 Bauersfeld, W., "Apparatus for
Plotting Maps from Photographs,"
13 November 1934
2,044,114 Bagley, James W., “Plotting Ma-
chine and Process of Making Maps
with Aerial Photographs,” 16
June 1936
2,053,019 Bagley, J. W., "Aerial Photo-
graphs Calculator," 1 September
1936
2,104,778 Talley, B. B., ‘‘Stereocompara-
graph,” 11 January 1938
2,164,847 Trautman, O. E., "Projector," 4
July 1939
2,263,341 Kurtz, H. F., “Optical Instru-
ment," 18 November 1941
2,333,129 Talley, B. B., “Map Plotting De-
vice," 2 November 1943
2,461,567 Pennington, John T., "Multiplex
Photographic Equipment Sup-
port,” 15 February 1949
DESCRIPTION OF MAJOR ITEMS OF PHOTO-
GRAMMETRIC EQUIPMENT DEVELOPED BY
THE CORPS OF ENGINEERS
T-3A Camera
This camera, Figure 1, is a five-lens
camera with a central chamber for taking
vertical photos and four inclined chambers
symmetrically placed about the vertical,
for taking oblique shots. The four obliques
are inclined at 43 degrees to the vertical
giving a total angular field measured
across a pair of obliques of about 140 de-
grees. The lenses in all chambers are f/6.3
with a nominal focal length of 6 inches.
Each chamber has a between-the-lens
shutter. The size of the focal plane of the
vertical is 51 by 5% inches and the focal
plane of each oblique is 53 by 6 inches.
Each chamber takes a 120 foot roll of 6 inch
Fic. 1. T-3A Camera.
