Full text: Proceedings, XXth congress (Part 3)

   
   
    
   
   
    
   
   
    
   
  
  
     
      
    
    
     
  
     
    
    
   
   
     
   
    
  
   
     
     
    
    
  
   
    
    
    
   
    
   
  
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B3. Istanbul 2004 
) ; : $ I ! 
  
with ¢¢ being the expectation value of the interferometric phase. 
From the standard deviations the weight matrix Pp = diag - 
is set up. The stochastic model derived in this way implicitly ac- 
counts for noise introduced by temporal, thermal and geometric 
decorrelation as well as errors originating from imperfect inter- 
polation and co-registration procedures. 
Additional variance and covariance values are usually introduced 
by orbit errors and atmospheric effects. These additional error 
sources are neglected in this study for the following two reasons: 
(1) Orbit errors have been significantly reduced using control 
point information. (2) Atmospheric effects showed to be small in 
polar regions as their cold atmosphere appears to be very stable 
and can not hold much water vapor. A closer look on atmospheric 
effects is included in section 3. 
3 ANALYSIS OF THE APPROACH 
3.1 Accuracy analysis 
The diagonal of Q;;, which contains information about the vari- 
ances of the adjusted parameters, is used to derive theoretical 
standard deviations of topography oop. and surface motion esp. 
For analyzing the accuracy of the approach, simulated data sets 
have been generated on the basis of existing DEM and velocity 
maps. The coherency estimates ol each interferogram account 
for the local surface slope. The dependency of Otopo ANd Odisp 
on the number of independent data sets is shown in Figure 1. The 
  
  
  
2 4 6 8 10 12 14 
number of data sets 
Figure I: Theoretical standard deviations oop. (black) and og), 
(gray) dependent on the number of data sets. 
improvement, which can be attained if more than two interfero- 
grams are combined for estimating the unknown parameters, is 
clearly visible. 
Figure 2 shows how the standard deviations of the estimated to- 
pography and displacement parameters depend on the observa- 
tion geometry, which is mainly a function of the interferomet- 
ric baseline B. The presented results are calculated on the ba- 
sis of 3 simulated interferograms. In 256 simulation runs, the 
baselines of the interferograms 1 and 2 are varied from 0 m to 
400 m each. The baseline of the third interferogram is fixed at 
200 m. In general, the standard deviations of both, topography 
and motion, show distinct dependency on the baseline ratio of 
effective baseline B, [m] 
NT 
effective baseline B. 
    
N 
Tho — 100 150 200 250 300 350 Ts — 100 150 200 2% 300 350 
effective baseline B, [m] effective baseline B, [m] 
a) b) 
Figure 2: a) Mean standard deviation of topography (m) and 5) 
mean standard deviation of displacement parameters (mm/day) as 
a function of baseline constellation. The effective baseline length 
of By ist set to 200 m. 
| 
       
1006 
the involved interferograms. Baselines of similar length result in 
a weak configuration of the adjustment model and finally, in in- 
creased values for Cropos ANd Caisp. In case of identical baselines 
the adjustment get's singular (this case is indicated by the cross 
in Figure 2). If the baselines of the 3 interferograms are well 
distributed, the topographic height may be estimated with an ac- 
curacy of oopo = 3m and the surface motion with a standard 
deviation of Odisp = 1 — 2mm/day. More detailed inspection 
of Figure 2 shows however, that topography- and displacement- 
uncertainties are not minimized by the same measurement setup. 
Otopo 18 decreasing for well distributed long baselines, optimal 
accuracies of surface motion arise if all baselines are short. 
3.2 Sensitivity regarding model errors 
The interferometric model presented in Equation (5) has been 
simplified by neglecting the influences of atmospheric effects and 
penetration depth. If these non-modeled influences are signifi- 
cant, model errors are introduced resulting in a systematic falsifi- 
cation of the estimated unknowns. 
3.20.1 Atmospheric effects Because of the relative character 
of an interferogram, the theoretical expectation value of atmo- 
spheric effects will be zero for an arbitrary pixel. However, the 
variance of the signal might be significant depending on the re- 
spective weather conditions. If enough observations are com- 
bined, the empirical expectation value, which is estimated from 
the data, converges the theoretical value. Thus, for large amount 
of observations, atmospheric effects will cancel out. The effect of 
non-modeled atmospheric influences on the estimated unknowns 
has been calculated for varying observation configurations. At- 
mospheric phase screens have been simulated based on a method 
presented in (Hanssen, 2001) considering the effect of the polar 
atmosphere on the interferometric phase as described in (Gray 
et al., 1997). Figure 3 shows the effect of the polar atmosphere 
on the unknown topography /, and motion v as a function of the 
number of multi-temporal data sets. The solid lines in Figure 3 
| | 
   
Me eO "5 
number of multi-temporal data sets N 
2 4 AL 10 nw nu 
number of multi-temporal data sets N 
a) b) 
Figure 3: Effect of non-modeled atmospheric effects on the es- 
timated unknowns topography (a)) and motion (5)) for polar re- 
gions. 
shows the systematic error of the estimated topography (Figure 
3a)) and motion (Figure 35)). For a low number of data sets, 
topography may be falsified up to Ah = 10m, the estimated mo- 
tion up to Av = 0.4 cm/day. With increasing number of data sets 
Ah and Av converge zero as expected. For investigating whether 
Ah and/or Av differ significantly from zero, a significance test 
is performed. The dashed lines in Figure 3 represent the upper 
acceptance limit for the null hypothesis. Values lying above the 
dashed line are significant, values below insignificant. Figure 3 
shows that in arctic regions systematic errors of the adjusted un- 
knowns due to atmospheric effects are insignificant for all tested 
configurations. 
3.2.2 Penetration depth — The penetration depth d into the gla- 
cier surface depends mainly on its physical properties. As pre- 
sented in (Hoen, 2001), C-band signals penetrate up to 275m 
into cold firn. The impact ¢,q on the interferometric phase in- 
creases with the interferometric baseline. Figure 4 shows the de- 
pendence of ó,4 on d and B. A time independent d results in à 
   
Inter 
—— 
Figu 
[rad 
syst 
grap 
Con 
of uj 
3.2. 
sen 
com 
side 
obsc 
flow 
erap 
cier 
part 
Equ 
basc 
witl 
atic 
gray 
sign 
app 
In ti 
On r 
tic. 
chip 
and 
as V 
of g 
Sd 
Fig 
per 
ciet 
Mo 
eral 
of I
	        
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.