6. FIELD COMPLETION SURVEY WITH GPS
Since plottability of SPOT image is rather
limi tted, field completion survey to
compensate SPOT image plotting should be
inevitable. However, the more field
completion survey is necessary the less
economical advantage of SPOT mapping is
expected. Therefore, tt is necessary to
develop practical and economical method
for field completion survey.
As for topographic mapping. linear
features as principal roads and railways
are very important but relatively
difficult to be plotted. Therefore,
practical field completion survey method
for linear features. using GPS were
studi ed.
6.1 Concept of field completion with GPS
Ihe basic idea of this method is such that
a vehicle equipped with GPS antenna on the
roof is driven on a road to be plotted.
Road shape is to be plotted. from. the. GPS
observed positions.
may show some
Independent posi ti oning
hundred meter error. However,
differential point positioning gives
sufficient accuracy for medium scale
mapping. Therefore, synchronized
observation of a fixed point and a vehicle
was executed.
6.2 Experiment and result
vehicle was driven on a
another GPS was set on a
triangulation point. Three dimensional
coordinates were observed and recorded
every one second. Then road shape was
drawn from observed points and compared
with a topographic map.
GPS equipped
highway while
Figure 6-1 and 6-2 show the GPS observed
practical field completion survey
compensating SPOT image plotting.
7. MANUAL FOR SPOT IMAGE INTERPRETATION
Image interpretation is very important to
make . topographic: maps using SPOT . data.
SPOT image appears quite different from
aerial photographs. Therefore, new
instruction for interpretation suitable
for SPOT data should be established.
In order to make use for training of SPOT
interpretation technique, SPOT image
examples of certain ground objects were
collected and compiled as training cards
with aerial photos, maps and descriptions
of key points for interpretation.
7.1 Interpretation training cards
An interpretation training card was
prepared as one card for one item. It.is
composed of 1:100,000 scale SPOT.-stereo
images of multi-spectral image on the left
and panchromatic image on the right, as
well as 1:60.000 aerial photo pair,
1:4100,000 scale topographic map and
comments, key points with ancillary data.
Subject items were selected from the items
of the Manual Technico de Conveciones
Topograficas which is commonly used in
Latin American countries. 32 cards were
prepared. in total. in this study.
8. SPOT MAPPING SPECIFICATION
As the result of this study the Standard
Procedure and Specification of Topographic
Mapping using SPOT imagery was proposed.
This specification -was compiled as an
addi ti on to the Overseas Mapping
Specification of Japan International
Cooperation Agency for the use of Japanese
point tracing and the corresponding map technology transfer program.
draft... plotted from | aerial photographs
respectively. The document is devided into three
chapters as follows.
The planimetric position well satisfies
the specification of medium scale mapping. (1) Topographic mapping using satellite
This method needs very short time for data.
surveying because it is executed just by
driving on a target road. Therefore, this This is expected to be applied for
method should be able to be used as 1:100,000 scale topographic mapping or
smaller.
ON
%
= N NN.
N
N
Figure 6-1 Trace of GPS outputs
Figure 6-2 Aerial photogrammetric plotting