Full text: XVIIIth Congress (Part B5)

NT AND ANALYSIS 
out how soil responds to 
be important in order to 
ometric qualities of three 
n S-VHS video recorder; 
analysis procedure based 
VHS video recorder and 
and deformation analysis 
cal experiments. 
images in a centrifuge 
ge data storage capacity 
> of sufficient quality for 
tion analysis. This paper 
oO assess the geometric 
target location algorithm 
> video recording, and J- 
r the on-line tracking of 
rmation analysis without 
cussed. 
QUENCES WITH A S- 
ER 
archive image sequences 
er can then be used off- 
interest. The use of a S- 
pe has the advantage of 
] the ability to capture 
e. The accuracy of target 
yaluated by Hoflinger and 
). Under ideal conditions, 
r than one of tenth of a 
black targets are inserted 
cation errors are typically 
1 imaged target is small, 
  
two consecutive directly 
nna 1996 
typically occupying 3x3 to 5x5 pixels. The target intensity level 
is also low, normally 50 - 150 grey scale levels above the 
background. Figures 1 and 2 illustrate an example of the 
differences between simultaneously frame grabbing and tape- 
grabbing images of a stable soil sample. Figure 1 shows the 
discrepancy vectors between target locations measured on two 
consecutive images recorded by an S-VHS recorder and 
subsequently captured from tape by an EPIX frame grabber. 
Figure 2 shows target location discrepancy vectors between two 
consecutive images grabbed directly from the monochrome 
camera with the EPIX board. Since the target array and camera 
were stable during these two image sequences, the difference in 
magnitude between the vectors can be attributed to degradation 
caused by the S-VHS recorder. Comparing the two figures, the 
geometric degradation of target locations from the S-VHS 
recorder is up to 0.5 pixels, about four times larger than direct 
grabbing. 
To rigorously verify the observed metric performance of the S- 
VHS system, a number of laboratory experiments using 
different types of target and illumination have been carried out. 
Both retro-reflective and black conventional targets of different 
sizes were used. Each target type was attached to a board, the 
board being white for the simple black targets and matt black 
for the retro-reflective targets. The boards were fixed in turn to 
an optical bench. A Pulnix TM-6CN camera was fixed on the 
bench and an adjustable source of light placed behind the 
camera. A JVC, SR-S368E S-VHS recorder was used both to 
record the sequential images and to play back the tape for image 
grabbing. A comparison between target location errors obtained 
using the S-VHS recorder and direct image grabbing based on 
different target type, size, and illumination has been made. In all 
cases, a centre weighted algorithm (Chen & Clarke, 1992) has 
been used to measure target image co-ordinates. Results are 
illustrated in figures 3, 4, 5, & 6. 
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40 ©0 80 100 120 140 160 180 200 220 
Target intensity (grey level) 
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50 100 — 150 200 250 300 
Target intensity (grey level) 
Figure 3 RMS location error of retro Figure 4 RMS location error of retro 
targets using S-VHS targets by direct grabbing 
Figures 3 and 4 show the RMS x co-ordinate location error with 
different target image intensities and sizes for retro-reflective 
targets captured using each method. Two target sizes were used: 
small (imaged at about 3 pixels in diameter) and large (about 10 
pixels in diameter). Each image acquisition and location 
procedure was repeated 100 times under stable conditions and a 
RMS target location discrepancy computed for each set. 
The results shown are dependent on the experimental set-up 
used, but the differences between results provide some clear 
indications. It can been seen that in the case of directly grabbing 
retro-reflective target images differences in target size have only 
a very small influence. Target location repeatability is better 
than 1/20th pixel. In the S-VHS case, if the imaged targets have 
good contrast and are of reasonable size, RMS locations of the 
order of 1/20th a pixel can be obtained. However if target size 
or contrast is lowered the RMS location error increases rapidly. 
0.30 0.30 
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40 60 80 100 120 140 160 40 80 80 100 120 140 160 
Target intensity (grey level) Target intensity (grey level) 
Figure 5 RMS location error of Figure 6 RMS location error of 
conventional targets through tape directly grabbed conventional targets 
In all S-VHS cases errors in the y direction were found to be 
lower. This suggests that line-jitter is a significant effect. 
Figures 5 and 6 show the RMS x co-ordinate location 
discrepancy given different intensities and sizes of black 
conventional target using both direct grabbing and S-VHS 
recording. It is difficult to set up a high contrast target image 
using black targets against a white background. Consequently 
the performance of the conventional targets is much poorer than 
that of retro targets. RMS location error can be up to 0.3 pixels 
with a maximum target location error of 1 pixel. Results from 
these laboratory experiments were found to be in agreement 
with practical geotechnical applications. 
The degradation in the S-VHS data are caused by increased 
image noise and timing errors introduced during the analogue 
recording process. The analogue recording process also 
introduced a reduction in contrast, especially if the targets were 
small and of low initial contrast. Tape recording is also 
undesirable because a large quantity of data storage is still 
required when selecting and grabbing images on playback. 
Repeated use of the tape in this way will give rise to some loss 
of target location accuracy. To summarise, for small targets of 
low image intensity, occupying less than 3x3 pixels and less 
than 100 intensity values, image measurements from the S-VHS 
recorder gave rise to target location errors of up to one pixel. 
Direct image grabbing, under the same circumstances, resulted 
in a maximum measurement noise of less than 1/10th of a pixel. 
3. EVALUATION OF THE EFFECT OF JPEG IMAGE 
COMPRESSION ON TARGET LOCATION ACCURACY 
To overcome the restrictions of using a S-VHS recorder in 
centrifuge tests, on-line image compression schemes have been 
considered. Two generally accepted standards are MPEG 
(LeGall, 1991) and JPEG (Wallace, 1991). These methods have 
become popular in recent years because of their high 
compression ratio, optimisation for visual quality, and potential 
for hardware implementation. MPEG is a video compression 
algorithm, which relies on two basic techniques: block-based 
motion compensation for the reduction of temporal redundancy 
and transform domain-based compression for the reduction of 
spatial redundancy. The MPEG standard is designed for the 
compression of sequential images which have high redundancy 
between successive images. However because of hardware 
availability and the typical usage of individual images in 
photogrammetric applications, only the JPEG compression 
method has been evaluated at the time of writing. 
At first sight, the JPEG image compression algorithm proposed 
by the Joint Photographic Experts Group (JPEG) offers a viable 
way of accomplishing image compression tasks. Framegrabbers 
with JPEG hardware are widely available commercially 
providing imaging rates ranging from 2 to 25 frames per 
second. Compression ratios are typically user selected according 
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B5. Vienna 1996 
  
 
	        
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