Full text: Proceedings, XXth congress (Part 1)

stanbul 2004 
  
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International 
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ASSESSMENT OF GEOMETRIC ACCURACY OF VHR SATELLITE IMAGES 
W. Wolniewicz 
Institute of Photogrammetry and Cartography, Faculty of Geodesy and Cartography, 
Warsaw University of Technology, Pl. Politechniki 1, Warsaw, Poland, 00-661 
w.wolniewicz@gik.pw.edu.pl 
Commision I, WG 1/2 
KEY WORDS: Remote Sensing, Photogrammetry, High resolution, IKONOS, QuickBird, Geometry, Orthorectification 
ABSTRACT: 
VHR images of earths’ surface are more frequently used and taken advantage of in substitution to aerial photographs. Geometric 
dependences of creation orthophoto based on aerial photos are known and distinguished from images of VHR. Results of work led 
are presented in this article within the confines of an investigative project under the Committee of Scientific Research of Poland 
concerning the geometric mechanism of VHR images and corrections. Two test fields have been made up for this project (city, 
country and mountain terrain). For those test fields, images from IKONOS, QuickBird were ordered. In the conducted research the 
angle of the axes was take into consideration: 0 ? — 15 ? In each test field area, after the identification of control points on the VHR 
images, about 30 — 90 GCP have been measured with GPS in accuracy of 10 cm. For image geometric corrections in this project 
two types of available DTM models in Poland have been applied with varying accuracy. Geometric correction have been realized 
with the aid of generally available software as PCI Geomatica 9 with taking into consideration RPC method and camera ( rigorous) 
model. Throughout the work investigated, in each of the individual scenes of VHR various distribution and number of GCP was util- 
ized for the process of orthorectification. Accuracy of orthorectification process received in result of led work, for VHR images at 
different configuration of geometry and methodology. Detailed results of experiments allow determining the optimal foundation for 
different methods of geometric corrections from IKONOS, QuickBird images and establishing effective process of dependence and 
defining geometric accuracy for different applications. 
1. INTRODUCTION 
In recent years we can observe rapidly increasing interest in the 
practical application of very high-resolution satellite imaging. 
The reasons are: from one side a need for satellite information 
about the surface of the earth to be applied in many different 
fields, and from the other side a need to achieve digital tech- 
nologies optional to traditional photogrammetrical solutions 
(aerial photographs). 
Poland is particularly interested in taking advantage of satellite 
imaging type VHR. This interest results mainly from an urgent 
need to cover the area of the country with such products as or- 
thophotomaps, DEM or topographic database, in order to reach 
the same level of coverage as the countries of Western Europe. 
Therefore it is natural to see in VHR imaging a source of data 
quickly reaching this level of coverage. The project for creation 
of an orthophotomap of IKONOS images for an area of 50.000 
sq kilometers, for the needs of LPIS (The Land Parcel Identifi- 
cation System programme was initiated in 1995 as an alphanu- 
meric identification system for all agricultural parcels in EU) 
is the practical manifestation of such interest in VHR imaging. 
Also the Regional Operations Center (ROC) is situated in Po- 
land. We are also considering the option of using QuickBird 
images. 
In order to verify practical applications of such imaging, 
research was conducted, which comprised generating satellite 
orthophotomaps achieved with a use of many different 
techniques in various circumstances for the same land areas, 
obtained from the most commonly used VHR systems, i.e. 
IKONOS-2 and QuickBird-2. 
The goal of this research was to compare procedures and 
technologies for producing orthophotomaps based upon the 
high-resolution satellite images for the selected testing area, 
which is the area of Warsaw, flat area, as well as Nowy Targ, 
an area of large de-leveling, foot-hills area. In the framework of 
investigations were provided accuracy evaluations of the 
achieved satellite orthophotomaps in different variants of 
geometrical correction. In this paper is presents detailed 
assessment of the planimetric accuracy of the panchromatic 
orthophoto from VHR images. 
2. EXPERIMENT 
The scenes achieved by the systems IKONOS and QuickBird 
for different time slots and angle deflections were used for the 
survey. For flat area (Warsaw) the deflection from axis in 
relation to nadir point are 5 degrees for QuickBird 
(DigitalGlobe provided a test image acquired over Warsaw, 
Poland) and 6.5 degrees for IKONOS. At the same time for 
mountain areas (Nowy Targ) they are respectively 9.5 degrees 
for QuickBird and 12 degrees for IKONOS (INTA SPACTURK 
provided a test image acquired over Nowy Targ, Poland). 
Precise characteristics of the imaging used have been presented 
in table no. 2. 
In order to realize the process of ortho-adjustment, we 
presumed a photogrammetry matrix with the use of a GPS 
system. For determining coordinates of these points a 
TRIMBLE 4700 satellite dual-frequency receiver with Micro- 
centere antenna was used. The survey was done with a use of 
 
	        
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