REPORT OF COMMISSION VII
GVII-47
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Agric., Note 34.
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Engineering 20: 134.
Wood, K. B., (1953), “Photo Interpretation in Forestry,” Photogrammetric Engineering, 19:
477.
Wood, K. B., (1954), “Forest Engineering and Photo Interpretation,” Photogrammetric En
gineering, 20:134.
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Worley, David P. and Meyer, H. A., (1955), “Measurements of Crown Diameter and Crown
Cover and Their Accuracy for 1:12,000 Photographs, Photogrammetric Engineering, 21:
373.
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Parallax Instruments on 1:12,000 Photographs,” Photogrammetric Engineering, 20:
823.
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Building Material in Maine,” Forestry Dept., University Maine, Tech. Note 20.
Young, H. E., (1953), “Tree Counts on Air Photos in Maine,” Photogrammetric Engineering,
19: 111.
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Height Finders on Air Photos,” Forestry Dept., University Maine, Tech. Note 23.
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Young, H. E., Tryon, T. C. and Hale, G. A., (1955), “Dot Gridding Air Photos and Maps,”
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ENGINEERING APPLICATIONS
Photographic Interpretation in the Mapping Process
During the reporting period, there has been a consistent increase in the ex
tent to which photographic interpretation has been applied to large-scale
mapping problems. This has been accomplished generally in two ways. First,
there has been a tendency on the part of the mapping agencies to acquire or
train personnel who can perform a certain amount of photographic interpreta
tion and who can also operate photogrammetric equipment in the plotting proc
ess. Second, many mapping agencies and commercial concerns have estab
lished units of experienced photographic interpretation personnel within their
organizations.
In England differences of opinion still exist as to the administrative arrange
ments to be made for photographic interpretation within survey organizations.
Most government bodies and one commercial survey company hold the view
that interpretation can be carried out during the process of plotting planimetrie
detail when dealing with medium and small-scale work. One commercial firm
on the other hand has established a separate section to carry out certain inter
pretation processes before the actual plotting is commenced. At present the
section is interpreting topographical detail, and in particular water courses and
vegetation boundaries, by means of hand stereoscopes and contact prints, the
marked-up detail being then adjusted by means of pantographs to the Multi-