tional content and utility.
U.S. Forest Service
Solution of terrain-related engineering
problems
The Forest Service has recognized the need
for digital terrain models (DTM) as the backbo-
ne of a computer-assisted terrain-related pro-
blem-solving system. The proposition has been
stated that the most efficient way of building a
DTM is through the use of a digitized preci-
sion stereoplotter, taking observations at break-
lines of the terrain in such a way that the grade
of a line connecting any two adjacent points
will correspond to the grade of the terrain along
that line. It appears that in this way the terrain
can be defined most efficiently with the least
number of observations.
Most of the algorithms used for engineering
problems relate to ground profiles between
coordinated points. Examples include centerli-
ne profiles and cross sections for road aline-
ment, profiles for developing high-line logging
systems, and selection of meandering lines with
a uniform grade between two locations. DTM
is used to obtain profiles in proper format for
controlling the Zeiss GZ 1 Orthoprojector.
An application of the DTM that promises to
have considerable effect on future uses of pho-
togrammetry by the Forest Services uses (1) an
X, y digitizer, (2) DTM, (3) a general-purpose
computer, (4) an x, y plotter, and (5) photo-
identified ground control. The following is a
summary of the application :
1. An aerial photograph is resected by means
of an x, y digitizer and photoidentified ground
control.
2. With the DTM, computer algorithms,
and an x, y plotter, the x, y digitizer is made to
simulate a stereoplotter.
3. The output from the system consists of
retrievable identified strings of ground coordi-
nates.
4. The strings of ground coordinates can be
plotted on maps and on perspective aerial pho-
tos, including obliques.
This technique is expected to be particu-
larly applicable to map revision
State Government Agencies
Digitized photogrammetric data
At the Ohio Department of Transportation,
the digitizing of photogrammetric data with
Kelsh plotters, the Bendix Datagrid, and the
AP /C analytical plotter is controlled by digital
computers. The control computers either pro-
cess the digitized data or transmit the data to a
a large central computer. Digitizing may be
point-by-point, time-controlled, movement-
controlled, or a combination of these methods.
The versatile AP/C is suitable for a variety
of photogrammetric systems. Its current most
economical application is in precise control ex-
tension, computed directly in the ground-coor-
dinate system. Other advantages include semi-
automatic orientation ; orientation parameters
available for setting in other plotters ; compila-
tion at scales up to 50 times the diapositive
scale ; valuable secondary function in automa-
ted precision drafting; and easy adaptability
to new applications, such as orthophotomap-
ping and associated digital mapping.
After a comparison study of minicomputers
and the large IBM 1800 system, Ohio selected
the latter. Connected to this real-time system
are four K&E terrain digitizers and a Bendix
Datagrid, which can be operated simulta-
neously. Two phases remain to be carried out :
(1) direct channel-to-channel communication
between the AP/C and the IBM 1800 for core
swapping and accelerated data acquisition ; and
(2) off-line drive for the orthophotoprinter and
the coordinatograph to free the AP/C for more
economical work.
Photogrammetric development of data bank
for engineering
The Texas Highway Department is working
on an Automated Mapping System, which pro-
vides an effective method for collection, stora-
ge, manipulation, and retrieval of large volu-
mes of map data (Howell, 1974). The system
is designed as a modular conversion of availa-
ble stereoplotter units to permit progressive
conversion, which can be readily adapted to a
total automated system. Through digitizing and
computer programs, the imagery extracted
from aerial photographs is filed in a data bank
(project file) for use in multidisciplinary engi-
neering-management applications.
Available compilation instruments are con-
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