Full text: Proceedings, XXth congress (Part 3)

2004 
  
Ch of 
avia, 
nine 
erior 
show 
1 are 
ding 
id 50 
s are 
AAT 
| one 
"TOSS 
O is 
;pec- 
erest 
rect 
erial 
| this 
'hich 
tion: 
rs in 
evia- 
lirect 
2.2), 
ite a 
they 
s are 
1 the 
taset 
sfore 
bally 
nish- 
for 
than 
ong- 
and 
1g60 
, but 
1 the 
with 
sults 
m in 
y of 
gure 
enta- 
es a 
1Xes, 
le in 
they 
light 
esn't 
etric 
ome 
| are 
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B3. Istanbul 2004 
  
6. CONCLUSIONS 
The results of a vast and rigorous test on quality of direct 
georeferencing on photogrammetry have been shown. They are 
interesting and encouraging. Some issues have also emerged 
and in particular the existence of a limited systematic error in 
height whose cause is probably a residual miscalibration. 
Further developments will focus strategies for limiting these 
effects: more frequent calibrations or local calibration on a very 
small site. 
7. BIBLIOGRAPHY 
Casella, V., Galetto, R., Surace, L., Ferretti, L., Banchini, G., 
Cavalli, A., 2001. Esperienze di fotogrammetria supportate da 
GPS/INS. Bollettino SIFET, 4, pp. 35-49, ISSN 0392-4424, 
Parma. 
Casella, V., Franzini M., 2003. Definition of a methodology for 
local reduction of parallaxes in directly oriented images. 
Proceedings of "/SPRS International Workshop", WG 1/5, 
September 2003, Castelldefels, Spain. 
Colomina, I., 2002. Modern sensor orientation technologies and 
procedures. Test Report and Workshop Proceedings. Official 
OEEPE Publication n?43, pp. 59-70. 
8. ACKNOWLEDGEMENTS 
The research presented in this paper was carried out within the 
frame of the National Research Project entitled /ntegrated 
inertial positioning systems in aerial Photogrammetry, co- 
funded by the Italian Ministry of the University for the year 
2002, and chaired by prot. Galetto of the University of Pavia. 
APPENDIX A: GRAPHICAL ANALYSIS OF RESULTS 
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Delta E - Whole Delta N - Whole Delta h - Whole 
0,70 1 0.60 1.20 A 
-*- Pavia ~~ Pavia ; — Pavia 
0.60 5— Perugia 0.50 75 Perugia 1.00 - Perugia 
—- Como — Como —&— Como 
a 0.50 Palermo 4 Palermo zz Palermo 
$ # — Parma = 0.40 Parma £ 080 os 
9 0.40 Vercelli 2 Vercelli 2 Vercelli 
E E E 
— . = (0,30 = 0.60 - 
1 S = = 
% 0,30 RC NC z 2 
5 ”" Om € 0.20 : Z 0.40 on 
0,20 ; = : = a Se 
NS — e 
0,10 0,10 0.20 
0.00 0.00 0,00 
APP AAT AT APP AAT AT APP AAT AT 
Figure 1. Analysis of accuracy: RMSE of the residuals for the Whole dataset, as a function of the EO 
Delta E - Along 60 Delta N - Along 60 Delta h - Along 60 
0.70 0.70 0.70 "x 
*— Pavia -*- Pavia An E 
0,60 9— Perugia 0,60 $— Perugia 0.60 x R 
—# Como —&- Como NES 
z 0,50 Palermo = 0,50 Palermo = 0,50 
S : Parma S Parma S 
E 0.40 C Vercelli E 0.40 s ! Vercelli E 0.40 
2030 & 930 B 030. e Pavia 
= E. a = x = == Perugia 
& 0,20 En TE - es X 0,20 M et ® 0,20 ia Como 
Palermo 
0,10 0,10 0.10 “Parma 
Vercelli 
0.00 0.00 0,00 
APP AAT AT APP AAT AT APP AAT AT 
Figure 2. Analysis of accuracy: RMSE of the residuals for the Along60 dataset, as a function of the EO 
Delta E - Across Delta N - Across Delta h - Across 
0,70 0.70 1.20 
+= Pavia *— Pavia += Pavia 
0.60 -9- Perugia 0,60 Perugia 1.00 Perugia 
a= Como ——- Como —— Como 
= 0.30 Palermo ~ 0,50 Palermo 7 Palermo 
e + Parma £ * Parma © 0,80 Parma 
& 040 : Vercelli 9$ 040 Vercelli = Vercelli 
E NN £ ; = 0.60 
& 030 NON & 0.30 S A \ 
= NN = ng = 040 éme 
& 0.20 . X 0.20 i i & a 
eu = : wr 0.20 
0.10 — 0,10 I ; 
0,00 0.00 0.00 
APP AAT AT APP AAT AT APP AAT AT 
  
  
  
  
  
Figure 3. Analysis of accuracy: RMSE of the residuals for the Across dataset, as a function of the EO 
883 
 
	        
Waiting...

Note to user

Dear user,

In response to current developments in the web technology used by the Goobi viewer, the software no longer supports your browser.

Please use one of the following browsers to display this page correctly.

Thank you.