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RASTER BASED 1/25,000 TOPOGRAPHIC MAP REVISION
Masanori KOIDE, Izimi KAMIYA, Tomio YOSHINARI, Bokuro URABE, Yoshikazu FUKUSHIMA, Hiromichi MARUYAMA
TOPOGRAPHIC DEPARTMENT, GEOGRAPHICAL SURVEY INSTITUTE, JAPAN
Commission IV
ABSTRACT:
One to twenty-five thousand scale topographic maps are the largest scale base maps covering the whole
territory of JAPAN. GEOGRAPHICAL SURVEY INSTITUTE revises them every 5 to 15 years. In order to shorten
this cycle, and to reduce cost and time for the revision process, introduction of computer technology into
the revision process of the maps has been studied since 1987 F.Y.
The new method is mainly based on raster technology.
The previous maps, the target of the revision, have
not yet been digitized. Therefore, it is very difficult to apply the vector based editing method to the
revision process. However, it is not so difficult to obtain raster data of the previous map using dram
scanner at the time of the revision. Therefore, we intended to develop the method to maintain the raster
data of the 1/25,000 scale topographic maps as follows.
First of all, the previos version map is scanned and raster data of the map are obtaind. On the other
hand, vector data of changed parts are obtained using stereo plotter with coordinate encoders. Then, the
raster data of the previous map are edited on a EWS referring the vector data of changed parts.
Finally,
the edited raster data are directly plotted into film using laser plotter for plate making.
KEY WORDS: Cartographic, Map Revision, Raster.
1. INTRODUCTION
One to twenty-five thousand scale topographic maps
are the largest scale maps covering the whole
territoly of JAPAN. To revise these maps is one of
the main tasks of GEOGRAPHICAL SURVEY INSTITUTE,
national organization responsible for surveying and
mapping of JAPAN. However, we have to maintain
4,411 sheets of maps in the limited budget and
personnel, so a new revision method to reduce cost
and time is truly needed.
In addition, the present revision method include
the photact process - the special photographic
process for copying the scribed plate of the
original map - which is liable to make the quality
of lines on the scribed plate worse, so the new
method is required to maintain the quality of the
original.
To solve these problem, we have been studying the
introduction of computer technology into the map
revision process since 1987 F.Y. One method is to
digitize the map in the vector form, to overlay the
changed parts which are obtained using the stereo
plotter, and to revise the changed parts using CAD
technology. However, this method takes much cost
and time for initial vectorization of the maps. On
the other hand, it is not so difficult to obtain
raster data of the map using the scanner at the
time of the revision. Therefore, we have chosen to
develop the raster based map revision method. The
development has not been completed, but so far this
method has been shown to be very promising, so we
regard this method as the main medium scale map
revision method of next generation and are trying
to introduce it in near future.
2. RASTER BASED 1/25,000 TOPOGRAPHIC
MAP REVISION METHOD
2.1 Flow of the Raster Based Revison Method
Figure 1 shows the flow of the raster based
1/25,000 topographic map revision method. First of
all, the previous version map is scanned and raster
data of the map are obtained. Second, vector data
of changed parts are obtained using stereo plotter
with coordinate encorders. Third, the raster data
of the previous map are revised on a EWS reffering
the vector data of changed parts. Finally, by
517
plotting the revised raster data into films, the
revised films for reproduction are produced.
The details of each process are described in the
following.
2.2 Scanning and Registration
The 1/25,000 topographic maps are printed in 3
colors, black, blue, and brown. In the process of
conventional map production, corresponding to
colors, line/surface features and annotation, 8
plates listed on table 1 are produced for each map.
At this stage in the new method, each plate of the
previous map is scanned, and the registration
between plates is performed. Once raster data are
obtained, this stage is not needed from the next
revision.
2.2.1 Scanning Scanning pitch should be small
from the point of map reproduction after digital
processing, but should be large from the point of
efficiency and the number of available scanners.
From our experience, it is not enough to reproduce
the map if the scanning pitch is 0.05mm, so the
experiment of scanning, registration and
reproduction by proof press was performed to get
the suitable scanning pitch less than 0.05mm.
As a result of the experiment, except for
annotation characters 0.025mm pitch was proved to
be small enough to get the same quality as the map
made by the conventional method. Therefore, all
plates except annotation plate were supposed to be
scanned in 0.025mm pitch. In this experiment, it
took about 30 minutes to scan each plate by
Optronics 4040 scanner. And a plate for scanning
was produced from each plate in table 1 on a white
base film in order to avoid the degradation of
raster data image by the reflection at the back of
film.
2.2.2 Registration As scanning is performed for
each plate for scanning, the registration between
plates should be done correctly. In the experiment
we adopted the following method.
First of all, the registration plate on which 8
cross lines (hereafter we call them registration
marks) are scribed at the 4 corners and 4 sides on
the margin of the map is made. Second, each plate