Full text: Technical Commission IV (B4)

    
   
   
   
    
     
    
     
     
     
      
       
       
       
      
    
          
        
     
    
   
  
  
  
  
  
  
  
     
   
     
    
     
    
     
     
    
     
    
    
    
   
    
    
    
    
     
  
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TABLE 1. 
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Volume XXXIX-B4, 2012 
XXII ISPRS Congress, 25 August — 01 September 2012, Melbourne, Australia 
Check point accuracies derived from precise GPS points 1001:1015 and their corresponding ASTER 
GDEMY2, OSGB and photogrammetrically derived heights (all heights with respect to the ODN vertical datum). 
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Pnt # Eastings Northings GPS ASTER | OSGB Photogramm. 
height | height height height 
1001 178689.5 832767.9 28 15 29 28 
1002 178880.0 832864.3 22 10 23 22 
1003 179457.5 832991.9 29 22 28 22 
1004 178122.3 831466.6 26 18 24 26 
1005 178448.0 831315.6 32 28 34 32 
1006 177919.5 830051.4 96 91 99 96 
1007 178461.6 830410.8 151 153 151 151 
1008 180259.2 831473.0 95 102 99 114 
1009 179626.8 830507.6 122 114 122 Na 
1010 180518.2 832624.5 84 88 86 Na 
1011 180440.1 830944.9 105 109 108 Na 
1012 181591.5 833072.5 45 55 49 52 
1013 182388.6 833039.8 52 54 52 52 
1014 181457.2 831303.2 140 142 140 140 
1015 182234.0 831316.3 144 153 145 143 
RMS w.r.t. 7.3m 2.1m 3.7m 
GPS height 
  
  
  
  
  
4. RESULTS 
The findings for Plockton are shown in Figures 1 and 2, for 
Caerlaverock Merse in Figure 3 and for Wicken Fen in 
Figure 4. The same methods are used in all three areas, that is 
producing a difference map of the Aster and OSGB terrain 
models - heights with respect to the same vertical datum 
(ODN). Shifts from EGM96 to ODN are from the Google- 
Earth-Plotter facility (Stillman, 2009). The legend for 
differences between OSGB and ASTER is similar for each 
test area and is in Fig 1a for the Plockton case. 
Some consideration was given to the stack numbers also 
supplied with ASTER GDEM v2. This gives, per pixel, the 
number of images processed to provide heights. In the 
Plockton case the maximum number was 7, which is low, and 
the mean was 4; results are quoted as being especially poor 
for stack numbers of 4 or less (Microlmages, 2009). The 
correlation coefficient for stack number against absolute 
height differences was only -0.07, indicating stack numbers’ 
unimportance in this case. 
5. CONCLUSIONS 
The ASTER GDEM v2 data are within their specified 
accuracy of 17m and show no large negative bias; the 
Wicken Fen area shows a small positive bias. Perhaps the 
bias previously found related to the choice of datum? Largest 
discrepancies are found where slopes are steep and in coastal, 
low lying areas where image matching may be difficult. An 
anomalous situation (level arable land below sea-level) 
requires further consideration, particularly considering 
ASTER GDEM's potential use for flood management in 
these and coastal areas. 
6. REFERENCES 
Lemoine, FG., Kenyon, SC., Factor, JK., Trimmer, RG., 
Pavlis, NK., Chinn,DS., Cox, CM., Klosko, SM., Luthcke, 
SB., Torrence, MH., Wang, YM., Williamson, RG., 
Pavlis, EC., Rapp, RH. and Olson, Tr., 1998. “The 
Developoment of the Joint NASA GSFC and NIMA 
Geopotential Model EGM96", 
http://cddis.nasa.gov/926/egm96/ egm96.html 
Li, P., Li, Z., Shi, C., Muller, J-P., Drummond, J., and 
Liu, J., 2012. “Validation of ASTER GDEM Using GPS 
Benchmarks and SRTM over China", Int.Jo.RS, in press. 
Stillman, D.M., 2009. “Plotting Surveying Data in Google 
Earth", http//code.google.com/ p/google-earth-plotter 
Microlmages Inc, 2009. “ASTER GDEM Accuracy 
Assessment" http://www.microimages.com/documentation/ 
TechGuides/75asterDEM.pdf 
7. ACKNOWLEDGEMENTS 
Anne Dunlop, Kenny Roberts and the BSc Class of 2007 
Geolnfo&MappingScience students, Glasgow Univ., for GPS 
observations. 
(i) Crown Copyright/DatabaseRight 2012. An Ordnance 
Survey/EDINA supplied service.
	        
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