Full text: The 3rd ISPRS Workshop on Dynamic and Multi-Dimensional GIS & the 10th Annual Conference of CPGIS on Geoinformatics

ISPRS, Vol.34, Part 2W2, “Dynamic and Multi-Dimensional GIS”, Bangkok, May 23-25, 2001 
Where 
A = a metric of the old coordinate 
B = a metric of the old coordinate 
x metric of the parameter 
Because of a large number of the Euclidean Distance (E (i,j)), the 
Euclidean Distance is normalized by dividing with some constant. 
Here the power of image size is applied by formula below: 
This step was the Sign extraction form the environment and the 
geometric correction of the distorted image as size as the sign 
image in Sign Library. 
Sign Identification 
The key part of this study is the identification of Road Sign type. 
The research was simplified with the gray-scale image 
processing. The image matching with Normalized Euclidean 
Distance was considered in this step below: 
NED 
E(i,j) 
(imagesize ) 2 
Where 
(5) 
NED is the Normalized Euclidean Distance. 
The image size = (a range of gray scale)*(the wide of image)*(the 
length of image)*(number of color channel) 
Euclidean Distance, simple Image Matching was applied for 
Road Sign Recognition by formulae below: 
E (*» j) = Z X 18 (*» j) - t(i, /)] 
• j 
Where 
(3) 
Compared with all sign image in Sign Library, The minimum 
value of the Normalized Euclidean Distance with each sign 
image in Sign Library identifies the type of the sign from a target 
image. 
3 Sign Positioning 
E (i,j) is the Euclidean Distance between target image and 
Template. 
g(i,j) is a gray scale value of each pixel in a target image. 
t(i,j) is a gray scale value of each pixel in a template in Sing 
Library. 
The most similarity of a target image and template in Sign Library 
provides the minimum the Euclidean Distance (E (i,j)) compared 
with the Euclidean Distance(E (i,j)) of every template in Sign 
Library. 
Z Zl 
NED = —— J - 
(imagesize ) 
(4) 
To obtain the high accurate Road Sign position, the new 
algorithm has been developed. The Data synchronization and the 
basic principle of the Surveying are applied with RTK-GPS as 
well as the constant from the sensor calibration. While the digital 
CCD camera records the digital image of the Road Sign, the 
moving rover station position are recorded by RTK-GPS 
positioning techniques simultaneously. With the advantage of 
RTK-GPS, the high accurate rover position is provided between 
8-20 cm Standard Deviation every second. Moreover the 
important factor is unavoidable that the rover station antenna is 
on the road central line while the rover station is moving {see 
Figure 5). 
Fiaure 4 RTK-GPS method
	        
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