Full text: XVIIth ISPRS Congress (Part B5)

   
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the camera lens was 25 mm. On each station, 3*3 
frames of image were captured so as to cover the 
whole target array (see the figure). Because 
only one CCD camera mount was available, it had 
to be mounted on the two theodolites in turn and 
the environment kept stable in the meantime. The 
accuracy in image capture and processing had 
been checked before other operations and found 
stable with little (short) warm-up effect. 
  
  
  
  
  
  
  
  
  
  
= Pi m= 
| t fx | —— Target 
__—— CCD camera 
— Theodolite 
Theodolite scanning photogrammetry 
The theodolite scanning photogrammetry started 
with the theodolite orientation using the 
horizontal reciprocal pointing method. The five- 
point method was also used for comparison. The 
camera was then mounted on the left theodolite 
which was followed by the camera calibration 
using the two-target camera-on-theodolite method 
where the target to theodolite distances were 
obtained through  theodolite triangulation 
integrated in the  five-point orientation 
process. 5*5*2 equivalent targets were generated 
in this method. Two affine and one radial 
distortion parameters were used. Immediately 
after the calibration, the 3*3 frames of image 
were captured as the theodolite was swung to the 
3*3 pre-specified directions where the 
theodolite readings were also recorded (as shown 
in the figure). The same process was then 
repeated with the right theodolite station. 
Afterwards, the target images were located and 
matched automatically by the image processing 
software. The three dimensional coordinates of 
the targets were then determined simply by 
photogrammetric space intersection as all the 
camera parameters needed had been derived from 
the result of calibration and  theodolite 
orientation and the theodolite readings. 
The accuracy of calibration alone was assessed 
by using check point back ray tracing method and 
found to be about 0.06 pixel in sample and 0.03 
in line. The following tables present the 
residuals in the transformation from the 
determined coordinates to the true coordinates. 
The RMS of the residuals at the bottom of the 
tables are the measures of 3-D determination 
accuracy of the system. 
6. EXPERIENCE AND FUTURE WORK 
As is seen in the tables, the relative accuracy 
of the theodolite scanning photogrammetry with 
3*3 frames of image is more than twice as high 
as a single pair of image would achieve. As to 
the  theodolite orientation, the horizontal 
reciprocal pointing method gave almost the same 
accuracy as the five-point method in this 
experiment. They are both easy to use and could 
be automated. Testing with the possible longest 
  
   
   
   
  
  
  
  
   
    
   
    
    
     
   
   
  
  
  
  
  
    
  
  
  
  
  
  
   
   
    
The accuracy of theodolite scanning 
photogrammetry assessed with check points 
Final Transformation Values: 
Scale = 0.97961914 
X Shift = -0.78éó mm 
Y Shift 0.8056 mm 
Z Shift = -1.2856 mm 
X Rotation -0.00089 Gon 
Y Rotation = 0.00229 Gon 
Z Rotation = -0.84044 Gon 
esiduals in mm 
  
£ Point x Y z 
1 K2H -0.033 
2 C3H 0. 
3 C3AH 0. 
4 CD3 
5 C4H 0 
6 X11H -0. 
7 X14H -0. 
8 X21H -0. 
9 X23H -0. 
10 X24H -0. 
11 X12H -0. 
12 CSH 0. 
18 L2H -0. 
14 CDS a. 
15 K3H -0. 
16 D3H -0. 
17 D4H -0. : 
18 DES 0. . 
19 DSH 0. : 
20 X41H 0. 0. 0. 
21 X42H -0. 0.3428 0. 
22 X44H 0.2711 . -0.1222  -0.0941 
23 D7H 0.1875 -0.1979 0.1207 
24 L3H 0.0363 0.4035  -0.0919 
25 E3H 0.3612 0.3687 0.0231 
26 K4H -0.2794 -0.0702 -0.0482 
27 EF3 0.3847 0.3115 -0.0655 
28 E3AH 0.0301 -0.7128 -0.0224 
29 F1H 0.0536  -0.8699 0.3725 
30 J3H -0.2177  -0.2811  -0.2338 
31 F2H -0.0073 -0.6748 0.1425 
32 E4H 0.0773 0.0846 0.0348 
32 EF4 -0.1400 0.0662 0.1251 
34 EFS 0.0086 0.7348 0.0103 
35 F3H 0.1351 0.6980 . -0.1747 
86 J5H -0.2393 0.3747  -0.2765 
37 ESH 0.0982 -0.1994 0.0408 
38 EF6 -0.1276 -1.0336 0.1189 
39 L4H -0.1633 0.2552  -0.1671 
40 FSH 0.1533 -0.1432 0.1029 
41 JéH -0.0338 0.6355  -0.5732 
42 C4BH 0.2575 0.1718 -0.0087 
43 DSH 0.1121 0.1600 0.0571 
44 DES 0.1454 -0.7418 0.1903 
45 E4BH 0.2272 0.5950 0.0174 
0.1911 0.4820 0.1479 
Total RMS = 0.5392 mm 
END OF LOCAL TO OBJECT TRANSFORMATION 
Final Transformation Values: 
Scale = 0.99995179 
X Shift = -1.1885 mm 
Y Shift = 0.6615 mm 
2 Shift = -2.0723 mm 
X Rotation = -0.01098 Gon 
Y Rotation = 0.00890 Gon 
Z Rotation = 0.05627 Gon 
esiduals in mm 
£ Point X Y 2 
1 K2H -0.0129 -0.2835 -0.2575 
2 KSH -0.1621 0.1479 -0.3040 
3 K4H 70.2571 -0.2240 -0.1733 
4 C3H 0.1841 -0.7782 0.1004 
5 CD3 0.1386 -0.6063 -0.0706 
6 C4H 0.3143 0.4694 0.2141 
7 CSH -0.1012 -0.1485 0.2353 
8 CDS 0.0977 0.4266 0.2185 
9 C3AH 0.3588 1.4840 0.3133 
10 C4BH -0.0042 -0.3519 0.0995 
11 D3H 0.0622 0.3977 0.0407 
12 DES -0.1975 -0.6149 0.0664 
13 DSH 0.1327 0.7174 -0.0483 
14 DSH -0.1574 -0.2580 0.0031 
15 D4H 0.1107 0.0844 0.1558 
16 E3H 0.2232 0.0069 70.0317 
17 EF3 -0.0160 -0.4773 0.1012 
18 E4H 0.0977 0.0273 0.0717 
19 EF4 -0.1156 -0.0863 0.1673 
20 ESH 0.1662 0.1916 0.0699 
21 E3AH 0.2171 0.1678 -0.0775 
22 E4BH 0.0565 0.5388 0.0492 
23 EFé -0.1734 -0.4841 0.1487 
24 EFS -0.2475 70.1259 0.1619 
25 F3H -0.0462 0.1396 70.1264 
26 FSH -0.0704 71.0015 0.3871 
27 F2H -0.0847 -0.2639 -0.1167 
28 F4H -0.0762 -0.4510 0.1204 
29 J3H 70.1276 -0.4928 -0.2958 
30 J4H -0.2580 0.3279 -0.4141 
31 JSH -0.070? 0.2502 -0.4413 
32 JéH 70.2361 -0.0019 -0.3843 
83 X12H 0.1722 0.7160 0.0972 
34 X14H -0.2135 -0.2796 0.0581 
35 X21H -0.0305 0.3641 0.0168 
36 X23H 0.0605 0.2489 -0.0212 
37 X41H 0.1920 0.0032 -0.0948 
38 X42H -0.2553 0.5358 -0.0556 
39 X44H 0.0048 -0.1790 -0.0962 
40 X11H 0.0326 -0.7902 0.0269 
41 X24H 0.0661 0.0184 0.1770 
42 L4H 0.2267 0.6347 -0.0890 
0.1644 0.4801 0.1871 
Total RMS = 0.5409 mm 
END OF LOCAL TO OBJECT TRANSFORMATION 
focus lenses would reveal the practical accuracy 
potential of the system. We have not, however, 
been able to do this successfully because at the 
time of experiment we did not have longer focus 
lenses satisfactorily fixable to the theodolite 
mount. This will become part of our future work. 
   
	        
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