? sur le nombre de
que pour contenir
es répondra aux
| pas une précision
u système pourra
s d'orientation des
otographies, dans
un MNÉ précis et
de recouvrement
gues, la précision
e en fonction du
iin;
local des photos
! tel sorte que les
9S;
ages pour pouvoir
Jisque celles-ci ne
a partie de travail
précision les coûts
avec le système,
à maintenant, il est
ment inférieurs à
nérique (peut-étre
aiques devraient
s de SIRS qui
Jses servant de
e Joanne Chaput
deux de Photosur
ot.
IIQUES
riate Interpolation
' Distributed Data
sal Software, Vol.
re for a Realistic
Photogrammetric
ment of Geodetic
Photogrammetry.
nsumers Road,
volume | and Il.
st Wilmot Street,
5.
recherche sur
urces terrestres
des ressources.
je L'Association
5.
Development of Simple Updating System for Digital Maps
Hiromichi Maruyama, K. Ishida, N. Kubo, S. Odagiri
Geographical Survey Institute, Ministry of Construction
Kitasato-1, Tsukuba-City, Ibaraki-Pref., Japan 305
ABSTRACT
Digital maps are very important as the basic information of Geographic Information System, and
should be updated as frequent as possible. However, conventional method using stereo plotter and
stereo photographs takes much time for updating and requires skillful operators.
Therefore, in cooperation with companies, we developed the simple updating system in which
scanned digital aerial photograph is overlaid on digital map to be updated and an operator finds and
updates the changed parts on the computer display.
This system does not require special
photogrammetric instruments but common workstation and its peripherals, such as scanner,
cartridge disk drive and color hard copy, and as the stereoscopic viewing is not required, anyone can
handle it easily.
KEY WORDS: Map revision, Digital aerial photograph, Digital map
|. INTRODUCTION
Maps should be revised according to the
changes of earth such as the
construction of new roads, buildings or the
development of golf links. So far, when map
revision 1s conducted, geometric accuracy has
been mainly stressed on. Therefore three
dimensional measurement using stereoplotter,
which requires the special instruments, skillful
operator, 1s applied for map revision.
Recently, the digital maps have come to be
often generated and used in the GIS
environment. This means, in order to increase
the reliability of the results of analysis of the
GIS operations such as the extractions of some
map features or the overlay with other layers,
the contents of map should be coincide with
real situation more than before.
Based on these backgrounds, simple updating
System for digital maps, which does not
require special instruments and enable anyone
to revise maps if digitized aerial photograph
are available, has been developed by the
surface
405
cooperative work between Geographical
Survey Institute (GSI) and companies. In the
following, the basic design of updating system
is summarized and the system designed for
1:25,000 scale map, which has been
developed by GSI, and the system for 1:2,500
scale map, which has developed by companies,
are described.
2. SYSTEM OVERVIEW
Simple updating system should be the system
by which anyone can revise digital map easily.
In order to attain this concept, the
measurement by stereoscopic view should not
be used and the extraction of changed parts
should be able to be done easily. Therefore, in
this system maps are revised manually using
mouse after single digital photograph 1s
overlaid on the digital map to be revised and
the changed parts are recognized visually.
Figure 1 shows typical hardware configuration
of simple updating system.