Full text: Proceedings, XXth congress (Part 3)

    
    
   
   
   
   
   
   
  
  
   
   
  
    
  
   
   
   
    
    
   
   
   
  
  
  
   
  
   
  
   
     
  
   
   
   
   
    
   
      
     
   
    
   
   
  
    
  
   
   
   
    
   
   
    
  
  
   
     
S AND 
oral SAR 
he Gauss- 
ties of the 
systematic 
p. and the 
depending 
ources on 
sed on er- 
(1) 
estimated 
; are avail- 
Observa- 
| therefore 
vice versa. 
servations 
ed covari- 
of a over- 
is derived 
(2) 
yields the 
racies ex- 
Lr (3) 
(4) 
aining ap- 
known to- 
estimated. 
ace move- 
stermined. 
ent of sur- 
ita source. 
. Unfortu- 
can not be 
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B3. Istanbul 2004 
arbitrarily chosen. At is above all limited by temporal decorre- 
lation. Especially in snow covered polar regions changing wind 
conditions, temperature variations, and precipitation result in a 
strong decrease of correlation with time. To warrant interfer- 
ograms with sufficient quality, only interferograms originating 
from the ERS tandem mission are considered, which comprise 
a temporal baseline of only a single day. The ambiguous in- 
terferometric phase values are unwrapped based on a minimum 
spanning tree approach before implementing them into the ad- 
justment. In addition a reference phase screen is subtracted from 
the interferograms in beforehand using ERS D-PAF precision or- 
bit information. 
23 Functional model 
As described above, the functional model comprises the deter- 
ministic relations between observations an unknowns. For solv- 
ing the proposed problem, three different sub-models are nec- 
essary. The formulation of the sub-models and their particular 
characteristics are derived in the following. 
2.3.1 Interferometric model Although the phase ¢ of an in- 
terferogram acquired over glaciated terrain is influenced by many 
parameters, ¢ is dominated -by influences from surface topogra- 
phy h, coherent senor motion v in line-of-sight of the sensor, the 
difference of the slant-atmospheric delay Asd between the two 
acquisitions, and the penetration depth d of the RADAR signal 
into the glacier surface. The unwrapped interferometric phase at 
position (7, 7) of an interferogram can be written as 
Gi ruin ae. bei h3 ^ 4 As e) 
  
À r*^J sin(0*3) 
9 - Ve q3 . pi 
rJ A tan(0*) 
The notation used in the equation is in accordance with (Hanssen, 
2001). The four different parts of Equation (5) show the mathe- 
matical description of the above mentioned influences onto the 
interferometric phase. The geometric reference phase is already 
corrected in this representation. According to Equation (5) each 
interferometric phase observation induces 4 unknown parameters 
(h, v, Asd, d). Thus, the inversion of the model is a highly un- 
derdetermined problem. A solution can be found if i) additional 
observations are incorporated on a pixel by pixel basis, or if ii) 
prior information is integrated into the equation system. The sec- 
ond strategy might be employed if one or more parameters of the 
equation system are known (e.g. external DEM's, or knowledge 
about surface deformation). Such information is mostly not avail- 
able in the arctic environment. Thus, a solution has to be found 
by a combination of a series of interferograms in consideration of 
additional assumptions about the time evolution of some param- 
eters. 
23.0 Temporal model To guarantee a successful separation 
of the phase components in Equation (5) functional relations de- 
scribing the connection between unknowns in different data sets 
have to be established. Such models are only found for determin- 
istic processes, i.e. signals that do not arise from a stochastic pro- 
cess. In principle, this holds only for the evolution of topography 
and surface displacement. As topography changes are usually 
slow, and because of the limited sensitivity of the interferometric 
phase with respect to topography variations, a time independent 
description of surface topograpy ^ has been chosen. Introducing 
this model reduces the amount of topography-related unknowns 
from N - i. j unknowns to 7 - j unknowns. 
1005 
As described in (Fatland and Lingle, 1998) and (Frolich and Doake, 
1998) the assumption of constant glacier flow is doubtful espe- 
cially if ERS tandem interferograms are used. For modeling a 
time-dependent flow behavior v(t) a mathematical model is em- 
ployed. We refrain from using physical flow models, because of 
their high complexity, significant non-linearity, and limited qual- 
ity. As least-squares adjustments are better suited for solving lin- 
ear problems, linear models for describing the glacier flow are 
favored. Considering the usually uneven distribution of the data 
sets over time a piecewise Lagrange polynom is selected. The 
maximum polynomial order à is equal to à — N — u, — 1, 
where u, is the number of parameters not related to surface mo- 
tion. The term —1 warrants a redundant equation system. Thus, 
the surface motion v(t) is modeled by 
N—ùu 
vit) = y ar’ (6) 
g=1 
2.3.3 Spatial model The unknown parameters are not solved 
in each pixel but rather in the nodes of a regular spatial grid. 
This step is allowed if the sampling rate of the digital data sets 
is higher than necessary for the representation of their informa- 
tion content. The restriction of calculating the desired parameters 
only in a coarser grid entails several advantages. On one hand, 
it reduces processing time, on the other hand, it increases redun- 
dancy and, by this, the ability of the adjustment to detect gross 
errors in the observations. The mesh size has to be chosen prop- 
erly to avoid undersampling. Bilinear planes have been selected 
for approximating the spatial correlation of topography and mo- 
tion. The functional relation between an observed phase value in 
an arbitrary position 9^7 and an unknown value in a node of the 
corresponding bilinear raster Q^ is given by 
oH = a + (i oe o dr 4- (ott = o^ dec 4- 
(gan ce Qe = peut + d^! )drdc (7) 
where dr = $! — $^ and de 5 $? — ot. 
Although using the proposed models allows to reduce the num- 
ber of unknowns, the equation system is still underdetermined. 
This is due to the un-modeled atmospheric artifacts and the un- 
known penetration depth. In (Hanssen, 2001) a stochastic model 
for approximating the influence of the atmosphere on SAR inter- 
ferograms is proposed, which is based on the spatial correlation 
of the atmospheric signal. As the atmosphere in the arctic area 
can not hold much water vapor and is usually characterized by 
a stable stratification, atmospheric effects are neglected in this 
study. The penetration depth of C-band SAR signals into firn and 
ice was studied in detail in (Hoen, 2001). Maximal penetration 
depth into dry snow is shown to be up to 30 m. In this paper 
penetration depth is considered constant in time. Influences by 
constant penetration depth is considered as part of the topogra- 
phy component. 
2.4 Stochastic model 
Weighting of observations is done by considering the coherency 
of the observed phase values. The probability density function 
(PDF) of the interferometric phase for each resolution cell is cal- 
culated from the coherency using the theory described in (Bamler 
and Hartl, 1998) and (Lee et al., 1994). The standard deviations 
of the observed phase values are derived from the PDF function 
by 
o 
ere f (à — óo) PDF(o)dt (8) 
—¢
	        
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