TES AM SE
PROJECT SWISSPHOTO -
DIGITAL ORTHOPHOTOS FOR THE ENTIRE AREA OF SWITZERLAND
Thomas Kersten, William O’Sullivan
swissair Photo+Surveys Ltd.
Dorfstr. 53, CH - 8105 Regensdorf-Watt, Switzerland
Phone +41 1 871 22 22, Fax +41 1 871 22 00
e-mail: [thomas kersten, willi.osullivan]@srpv.ch
Intercommission Working Group II/III
KEYWORDS: Acquisition, aerial, digital, DTM, automatic orthophoto generation
ABSTRACT
Digital orthophotos are an essential and up-to-date basis for various applications in geographical information systems,
which can fulfill the significantly increasing need for up-to-date, accurate, fast acquired, reasonable and blanket cover-
age 3-D data and maps in various scales for environmental planning and monitoring, and resource management.
In this paper, we introduce the project SWISSPHOTO, which was established in 1995 to provide digital image data,
Digital Terrain Models (DTMs), and Digital Orthophotos (DOPs) covering the entire area of Switzerland (42,000 km?)
as standard products for a various number of applications and for many users. The production flow and some technical
specifications of the project are presented. Advantages and reasons for the increasing significance of orthophotos are
discussed. The versatility and flexibility of digital orthophotos as an integrated basis of a GIS is shown in this paper with
many examples for the use of orthophotos in different applications.
1. INTRODUCTION
The development in computer technology and graphical
data processing, and the increasing availability of high
quality digital data have led to new forms and ways of
data processing and management in governmental of-
fices and in the private economic sector. This caused an
increasing need for digital topographical information,
which is necessary as the basic data level for spatial
and thematical digital data processing in geographical
information systems (GIS). The need for up-to-date,
accurate, fast acquired, reasonable and blanket cover-
age 3-D data and maps in various scales for environ-
mental planning and monitoring, and for management
of resources is significantly increasing. Spatial data and
high quality maps are required for various applications
in planning offices, in many surveying service compa-
nies, departments of governmental offices (state, can-
tons, communities), in communication, transport and
traffic offices, in energy supply companies, and many
other fields such as research and tourism. Therefore
digital orthophotos derived from satellite or aerial
images are an ideal solution to provide topographical
data for many users and applications. The georeferen-
cing of the orthophotos guarantees later the common
use of several different data sets in the GIS. For the
following reasons the significance of digital orthopho-
tos is increasing. (Gruen et al., 1994):
* Using satellite or aerial images blanket coverage
digital data is easily available.
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* High quality scanners allow the digitisation of ana-
log images and other data.
* Digital terrain models (DTMs) as a basis for digital
orthophoto generation is available in different qua-
lity levels using various modern data acquisition
methods, e.g. digital image correlation, laser-
scanning, etc.
« Necessary control point information can be acquired
by GPS in an accurate, fast and reasonable way.
Computers of high performance and increased disk
storage capacity are available today at a reasonable
cost.
e Commercial software for orthophoto generation is
available from a variety of vendors.
» Digital cartography uses increasingly digital ortho-
photos for map restitution.
* Swiss official approved surveying uses digital ortho-
photos for the restitution of ground coverage outside
urban areas and for the verfication of the large scale
maps.
» Digital orthophotos (DOPs) are an important and up-
to-date information level in GIS.
» With reasonable visualisation software on PC's,
digital orthophotos will gain entry into the public
market.
The building of a GIS plays more and more an im-
portant role in various applications. Therefore, the
individual factors of costs must be correctly estimated
in the building phase of a GIS. In the era of the high
performance and low cost computers, the hardware
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