the field of
original ma-
id historical
)ressive con-
to establish
bmitted pro-
1aterial.
ks to all who
Capt. O. S.
[nternational
D. Whitmore
Photogram-
id encourage-
Cluff, Aero-
tion Service;
idard, U. 5.
t N. Smith,
iam C. Cude,
ullen Waldo
orest Service;
S. Geological
Iydrographic
ier, National
M. Johnson,
Center; Mr.
‚tion Service;
vision of Soil
iculture; and
alley Author-
ompanies ac-
to Messrs.
Hampshire of
ıment Corp.;
rams Aerial
Sohngen and
e Corp.; and
:h and Lomb
ents to those
clude Dr. O.
hical Society;
z, Ohio State
ETRY
accurate maps
he planetable
restial photo-
phic mapping
ndary Survey
st Survey and
number in the
Canadian members. Mr. J. A. Flemer was
assigned to make a special study of Euro-
pean photogrammetry and published the
results in a book.? Several cameras were
made in accordance with his designs in the
instrument shop of the Coast and Geodetic
Survey but did not come into wide use
along the coast. The need for prompt
location of hydrographic signals on large-
scale sheets by a telescopic alidade used
on a planetable immediately following
triangulation during combined surveying
operations from surveying vessels was not
economically matched by ground photo-
grammetric procedures.
In 1919 aerial photographs taken by
Naval aerial photographers were used to
revise the chart of Atlantic City.? The
report on this work called attention to the
need for a rectifying camera to improve
its efficiency. In 1919* experiments in
cooperation with Naval Aviation at Key
West to determine whether aerial photo-
graphs could be used to locate coral heads
in clear water had a negative result. Al-
though many of the shoals found by wire
drag appeared in the photographs, not all
of them did so, and identification was often
very difficult because of vegetation and
light differences due to slight ripples.
In 19205 a very efficient revision of the
topography of the charts of the New Jersey
Coast was made from a single strip of
aerial photographs taken by Lt. A. W.
Stevens, Army Air Corps. In 1921 and
19225 surveys of the Mississippi Delta, and
in 19259 of Lake Okeechobee, were made
from aerial photographs taken by the
Navy. These surveys indicated the ad-
vantages of aerial photographs for sur-
veying marshes but disclosed a number of
practical difficulties in scheduling the
supply of photographs. In 19287 work was
commenced in mapping the Ten Thousand
Islands and revising the charts of the
Florida Coast from multiple lens aerial
photographs supplied by the Army Air
Corps. This work proved so economical
and advantageous that photogrammetric
surveys have been used continuously since
then.
In 19348 the Coast and Geodetic Survey
with the cooperation of the National
Bureau of Standards and the Fairchild
Camera Corporation, and under the di-
rection of O. S. Reading, undertook the
design and construction of its nine-lens
aerial camera and associated plotting
PHOTOGRAMMETRIC ENGINEERING
equipment. The camera with its transform-
ing printer was completed in 1936,919 a
rectifying camera in 1941, and stereo-
scopic plotters in 1943.! This camera and
equipment have proved highly useful and
economical in reducing the amount of
ground control and flying required for
mapping the coast. Although quite suc-
cessful from the start in holding its adjust-
ment and improving the efficiency of sur-
veys, the camera had a number of residual
errors due to unsymmetrical distortion of
its lenses and difficulties in correcting for
fiim shrinkage and distortion in printing
the composite photographs. These have
been gradually eliminated or minimized
during the years it has been in use. Single-
lens photographs with multiplex, stereo-
planigraph and Kelsh plotting equipment
have also been used but ordinarily with
greater expense for ground control and
higher over-all costs.!?
Since 1930 a series of maps compiled
from aerial photographs has been made
for about 95 per cent of the Atlantic and
Gulf Coasts, the important harbors of the
Pacific Coasts and about 20 per cent of the
Coast of Alaska. These maps are usually
on the same scale as the hydrographic
surveys of the adjacent waters, 1:5,000,
1:10,000, or 1:20,000. They markedly in-
crease the efficiency of the combined sur-
veys needed for the nautical charts and are
very useful to engineers and others inter-
ested in the development of areas adjacent
to the coast.
The importance of photogrammetric
surveys in the activities of the U. S. Coast
and Geodetic Survey was recognized by
the organization of a separate Division of
Photogrammetry in 1945; this is charged
with the principal topographic mapping
activities of the Bureau.
REFERENCES
1. Bache, R. Meade, “Civil and Military
Photogrammetry,” American Philosophical
Society, Proceedings, Vol. 30, No. 138, May
6, 1892.
2. Flemer, J. A., “An Elementary Treatise on
Phototopographic Methods and Instru-
ments,” John Wiley & Sons, New York,
1906.
3. Quillian, C. G., “Airplane Surveying,”
C&GS Season's Report, No. 81 (unpub-
lished), August 20, 1919.
4. Mattison, G. C., “Determining the Feasi-
bility of Locating Rocks and Coral Heads
in the Florida Keys by Photographs from
3