Effect of the SRTM global DEM on the determination of a high-resolution geoid model:: a case study in Iran

被引:55
作者
Kiamehr, R [1 ]
Sjöberg, LE [1 ]
机构
[1] Royal Inst Technol, Div Geodesy, SE-10044 Stockholm, Sweden
关键词
digital elevation model (DEM); geoid; Iran; Shuttle Radar Topography Mission (SRTM);
D O I
10.1007/s00190-005-0006-8
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
Any errors in digital elevation models (DEMs) will introduce errors directly in gravity anomalies and geoid models when used in interpolating Bouguer gravity anomalies. Errors are also propagated into the geoid model by the topographic and downward continuation (DWC) corrections in the application of Stokes's formula. The effects of these errors are assessed by the evaluation of the absolute accuracy of nine independent DEMs for the Iran region. It is shown that the improvement in using the high-resolution Shuttle Radar Topography Mission (SRTM) data versus previously available DEMs in gridding of gravity anomalies, terrain corrections and DWC effects for the geoid model are significant. Based on the Iranian GPS/levelling network data, we estimate the absolute vertical accuracy of the SRTM in Iran to be 6.5 m, which is much better than the estimated global accuracy of the SRTM (say 16 m). Hence, this DEM has a comparable accuracy to a current photogrammetric high-resolution DEM of Iran under development. We also found very large differences between the GLOBE and SRTM models on the range of -750 to 550 m. This difference causes an error in the range of -160 to 140 mGal in interpolating surface gravity anomalies and -60 to 60 mGal in simple Bouguer anomaly correction terms. In the view of geoid heights, we found large differences between the use of GLOBE and SRTM DEMs, in the range of -1.1 to 1 m for the study area. The terrain correction of the geoid model at selected GPS/levelling points only differs by 3 cm for these two DEMs.
引用
收藏
页码:540 / 551
页数:12
相关论文
共 22 条
[1]  
ABBOLGASEM A, 1994, THESIS KN TOOSI U TE
[2]  
Agren J, 2004, THESIS ROYAL I TECHN
[3]   High-resolution regional geoid computation without applying Stokes's formula: a case study of the Iranian geoid [J].
Ardalan, AA ;
Grafarend, EW .
JOURNAL OF GEODESY, 2004, 78 (1-2) :138-156
[4]  
Cox CM, 1998, NASA/TP-1998-206861
[5]  
Forsberg R., 1985, Bulletin Geodesique, V59, P342, DOI 10.1007/BF02521068
[6]   How accurately can we determine orthometric height differences from GPS and geoid data? [J].
Fotopoulos, G ;
Kotsakis, C ;
Sideris, MG .
JOURNAL OF SURVEYING ENGINEERING-ASCE, 2003, 129 (01) :1-10
[7]  
HAMESH M, 1992, J SURV, V6, P17
[8]  
HAMESH M, 1992, J SURV, V6, P52
[9]  
HAMESH M, 1991, J SURVEYING, V1, P9
[10]  
HASTINGS DA, 1999, 34 NGDC, P138