Full text: XVIIIth Congress (Part B3)

     
     
   
   
   
    
  
  
    
  
  
     
    
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Today, normally two types of receivers are used for 
photogrammetric applications: 
e dual frequency geodetic receivers 
e single frequency navigation receivers 
As it can be seen from Table 2 each of the two receiver 
types have certain advantages and disadvantages. The 
major difference in the receivers and also in the price, is 
the inherent positioning accuracy, and their ruggedness 
in an airborne environment. In principle the geodetic 
receivers can provide more accurate positioning results, 
both in real-time and post-processing, as the ionospheric 
error effects can be eliminated using a linear 
combination of L1 and L2 observations. Also, the dual 
frequency observations are the key to resolving 
ambiguities on the fly. However, it is necessary to 
discuss the necessity of this feature in connection with 
photogrammetric applications more specifically (see 
Chapter 6). 
is used. Phase observations are availbale on both 
frequencies (Jackson et al. [1995]). On the other hand 
the 9212-Aero is a receiver mainly designed for 
navigation in a rugged dynamic environment. It is a 
continuous 12 channel single frequency receiver, giving 
  
  
  
  
  
L1 carrier phase and C/A-Code observations. 
The data which was used in this analysis is from two 
testflights which have been carried out over the 
photogrammetric test fields in: 
e  BUCHS, close to the Leica Factory in 
Switzerland 
e OHIO, a photogrammetric testfield in the 
vicinity of Columbus, Ohio, USA 
The most important parameters for these testflights are 
summarized in Table 3. 
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Test Ohio Test Buchs 
Image Scale 1:8000 1:4000 
# of Lines 3 3 
# of Images 14 20 
Forward Lap 80 % 60 % 
Side Lap 30 % 30 % 
Camera Leica RC 30 Leica RC 30 
# of control 42 57 
points 
GPS receiver Leica SR 399 Leica 9212-Aero 
Anti-Spoofing On On 
Distance from « 20 km « 80 km 
Reference 
Station 
  
    
    
     
    
     
      
     
   
   
    
    
    
      
    
  
  
  
  
  
  
Geodetic Dual Single Frequency 
Frequency Navigation 
Receiver Receiver 
Observation [L1: carrier, C/A- L1: carrier, C/A- 
Types Code, P-Code Code 
L2: carrier, P-Code 
Accuracy low noise, by low to medium 
narrow correlator noise with narrow 
or P-Code tracking | correlator tracking 
lonosphere lonospheric free can only be 
linear combination modeled 
Tracking usually very narrow medium 
bandwidth 
Measurm. usually 1Hz at least 1 Hz 
Frequency 
Ambiguity Possible under most likely not 
Resolution optimal conditions | possible with GPS 
On the Fly data alone 
Channels typically 12 typically 6-12 
continuous (,all in continuous 
view") 
Electromagn sensitive usually not very 
etic Impact sensitive 
Price range high low to medium 
  
  
  
  
  
  
Table 2 Performance characteristics of GPS receivers 
used in photogrammetry 
4. DESCRIPTION OF THE TEST DATA 
To assess the performance potential of modern GPS 
receivers under photogrammetric conditions a series of 
tests has been carried out with two receivers which are 
used in photogrammetry today. The SR 399 is a full dual 
frequency receiver, which has been mainly designed for 
high precision geodetic applications. It provides C/A- 
Code observations on the L1 frequency with a noise 
reduction using the narrow correlator technique. P-Code 
observations are available even under Selective 
Availability as a proprietary, patented P-Code technique 
731 
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B3. Vienna 1996 
Table 3 Blockparameters for Testflights Ohio and 
Buchs 
The coordinates of the camera perspective centers which 
are taken as reference for the accuracy analysis are 
derived from a conventional aerial triangulation. In the 
1:4000 block Buchs the estimated co for the perspective 
center coordinates is 2.3 cm and for the Ohio block the 
Oo is 4.9 cm. 
5. ACCURACY OF REAL TIME POSITIONING FOR 
NAVIGATION AND CAMERA CONTROL 
As it has been mentioned above, photo flight navigation 
and automatic camera release requires real-time 
positioning. Today, the real-time position computations 
are usually based on code observations from the 
airborne receiver alone. Normally, no radio links are 
used to increase the positioning accuracy using real-time 
differential GPS. However, the situation may change, as 
wide area augmented GPS networks and additional 
satellite systems are currently beeing built up (McLellan 
et al. [1994], Till et al. [1994]), to provide GPS correction 
signals with standardized communication protocols, 
allowing for real-time differential code positioning. It will 
take another few years until real-time differential phase 
positioning becomes feasible for airborne applications. 
The limiting factor is the high transmission rate, which is 
     
      
      
  
  
  
  
    
    
     
   
   
    
   
     
   
  
    
   
   
    
     
  
       
  
	        
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