Full text: Proceedings, XXth congress (Part 4)

ul 2004 
— 
IStment 
impor- 
a to be 
ile this 
rms, it 
ystems, 
e pseu- 
Course 
atic er- 
gest of 
1 equa- 
^ 
(7) 
(8) 
lite co- 
e iono- 
tral at- 
niques 
ample, 
nplete- 
project 
livided 
s. Due 
0 error 
asured 
[he ra- 
d from 
gure | 
re GPS 
* 2003. 
^rror is 
n. 
easily 
phem- 
; avail- 
United 
[A) and 
the lat- 
anging 
for ob- 
racy i$ 
e mea- 
sample 
ns be- 
y used 
r inter- 
ne GPS 
; defin- 
group- 
e. This 
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B4. Istanbul 2004 
  
  
  
  
  
  
  
  
  
= 10 
o 
= = e A AL í 
o EERIE SR SIE RRC 
a M dnd 
S 
(© 
oc -10 
0 172800 345600 518400 
GPS time (seconds) 
(a) Radial error 
€ 10 
o 
o 
x 
oO 
9 d 
O 
0 172800 345600 518400 
GPS time (seconds) 
(b) Clock error 
Figure 1: Satellite radial position and clock errors 
(Entire constellation, GPS week 1217) 
implies that the satellite positions could be weighted in the 
adjustment instead of being fixed, just as the GPS exposure 
station position observations are weighted in contemporary 
GPScontrolled aerial photogrammetry. 
32 Satellite Clock Biases 
A satellite clock bias will manifest itself entirely as a range 
error. Most of the satellite clock biases can be removed us- 
ing correction coefficients broadcast as part of the satellite 
ephemeris. The residual error that remains, however, can 
still be significant. Figure 1(b) shows the difference be- 
tween the broadcast and precise satellite clock corrections. 
When compared with Figure 1(a), it can be seen that the 
residual satellite clock error is larger than the radial satel- 
lite orbit errors. For the one week period shown in the 
figure, the RMS clock error for the entire constellation was 
just under 2m, and the maximum error was close to 10m. 
To correct for the residual satellite clock errors, precise 
clock corrections can be used. Such corrections are nor- 
mally included with precise ephemerides, and, just as with 
precise ephemerides, polynomial interpolation can be used 
to determine the correction between sample epochs. Be- 
cause the satellite clocks are very stable, a lower-order in- 
terpolator can be used than that for the positions. However, 
regardless of the interpolator order, with 15-minute clock 
corrections maximum errors of close to a metre may still 
occur. Fortunately, clock corrections at a 5-minute sample 
interval are also available from the IGS, and when these 
higher-rate corrections are used with a third-order interpo- 
lator, the maximum errors can be reduced to under half a 
metre. 
3.3 Ionospheric Delays 
Essentially, the only option for dealing with the ionosphe- 
ric delays is to use the ionospheric-free linear combination 
935 
to eliminate the first-order effects. The only other conve- 
nient option is to use the broadcast ionospheric prediction 
model to estimate its effect. However, the broadcast model 
only removes 5096-6095 of the error, and can leave maxi- 
mum errors of some tens of meters. 
Figure 2 shows the noise in the ionospheric-free linear com- 
bination, as determined by differencing the code and phase 
measured ionospheric error and removing the mean dif- 
ference. When such a difference is performed, all com- 
mon errors are eliminated, and what remains is predomi- 
nantly code multipath and receiver noise. For the satellite 
depicted, the noise for the near-zenith measurement was 
about 0.3m. As the elevation of the satellite decreases, the 
noise increases, following a relationship that — until about 
15? elevation — can roughly be described by 
e(90°) 
eps sin(e) ' o 
  
where £(90?) is noise at the zenith angle, and c is the satel- 
lite's elevation angle. This simple cosecant relationship 
was used in this project to estimate the variances of the 
ionospheric-free pseudorange observations. 
  
W  Measureq delay 
-— Ô d, no 90 )/sin(e) 
A RMS delay 
  
lonospheric Delay (m) 
id 29 30 40 50 60 70 © 
Elevation (degrees) 
Figure 2: Measured code ionospheric delay noise 
(SV 1, day 2 of GPS Week 1217) 
3.4 Tropospheric Delays 
The errors due to the tropospheric delay are typically miti- 
gated using a combination of zenith-delay models and map- 
ping functions. The tropospheric models may use surface 
measurements of temperature, pressure, etc., or they may 
use standard empirical values. In this project, the UNB2 
tropospheric model was used in conjunction with the Niell 
mapping function (Collins et al., 1996; Niell, 1996). When 
the tropospheric delay is corrected for using a model, a 
residual tropospheric delay (which is generally elevation- 
dependant) will still remain. Any residual delay common 
to all satellites will, however, be compensated for in the 
estimate of the receiver clock offset. 
4 TESTING AND RESULTS 
The direct inclusion of the GPS pseudoranges in the bundle 
adjustment was tested using a block of imagery captured 
using a medium resolution digital camera with an image 
size of 4096x4096 pixels. The block consisted of 42 im- 
ages collected from 7 parallel flight lines at a flying height 
of roughly 900m. Fifty-three well-distributed check points 
 
	        
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.