000 02157nam a22002417a 4500
003 ZW-GwMSU
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040 _aMSU
_cMSU
_erda
100 1 _aChen, Chuanfa
_eauthor
245 1 0 _aSurface modeling of DEMs based on a sequential adjustment method
_ccreated by Chuanfa Chen, Yanyan Li and Tianxiang Yue
264 _aShanghai :
_bTaylor and Francis,
_c2013.
336 _2rdacontent
_atext
_btxt
337 _2rdamedia
_aunmediated
_bn
338 _2rdacarrier
_avolume
_bnc
440 _vVolume , number ,
520 _aA sequential adjustment (SA) method is employed to decrease the computational cost of high-accuracy surface modeling (HASM), and the SA of HASM (HASM-SA) is being developed. A mathematical surface was used to comparatively analyze the computing speed of SA and the classical iterative solvers provided by MATLAB 7.7 for solving the system of linear equations of HASM. Results indicate that SA is much faster than the classical iterative solvers. The computing time of HASM-SA is determined by not only the total number of grid cells but also the number of sampling points in the computational domain. A real-world example of surface modeling of digital elevation models (DEMs) with various resolutions shows that HASM-SA is averagely more accurate and much faster than the commonly used interpolation methods, such as inverse distance weighting (IDW), kriging, and three versions of spline, namely regularized spline (RSpline), thin-plate spline (TPS), and ANUDEM in terms of root mean square error (RMSE), mean absolute error (MAE), and mean error (ME). In particular, the ME of HASM-SA at different spatial resolutions is averagely smaller than those of IDW, kriging, RSpline, TPS, and ANUDEM by 85%, 83%, 83%, 53%, and 19%, respectively. The high speed and high accuracy of HASM-SA can be due to the absence of matrix inversion computation, combined with the perfect fundamental theorem of HASM.
650 _asurface modeling
650 _aDEM
650 _ainterpolation
856 _uhttps://doi.org/10.1080/13658816.2012.704037
942 _2lcc
_cJA
999 _c160640
_d160640