Application of the one-step integration method for determination of the regional gravimetric geoid

被引:3
|
作者
Goli, Mehdi [1 ]
Foroughi, Ismael [2 ]
Novak, Pavel [3 ]
机构
[1] Shahrood Univ Technol, Dept Civil Engn, Shahrood, Iran
[2] Univ New Brunswick, Dept Geodesy & Geomat Engn, Fredericton, NB, Canada
[3] Univ West Bohemia, Fac Appl Sci, NTIS, Plzen, Czech Republic
关键词
Downward continuation of gravity; One-step integration method; Geoid determination; Gravimetric geoid; Mean kernel; Gravity field; Stokes integral; Two-step integration method; DOWNWARD CONTINUATION; INVERSION; EQUATIONS;
D O I
10.1007/s00190-019-01272-8
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
The regional gravimetric geoid solved using boundary-value problems of the potential theory is usually determined in two computational steps: (1) downward continuing ground gravity data onto the geoid using inverse Poisson's integral equation in a mass-free space and (2) evaluating geoidal heights by applying Stokes integral to downward continued gravity. In this contribution, the two integration steps are combined in one step and the so-called one-step integration method in spherical approximation is implemented to compute the regional gravimetric geoid model. Advantages of using the one-step integration method instead of the two integration steps include less computational cost, more stable numerical computation and better utilization of input ground gravity data (reduced in each integration step to avoid edge effects). A discrete form of the one-step integral equation is used to convert mean values of ground gravity anomalies into mean values of geoidal heights. To evaluate mean values of the integral kernel in the vicinity of the computation point, a fast and numerically accurate analytical formula is proposed using planar approximation. The proposed formula is tested to determine the regional gravimetric geoid of the Auvergne test area, France. Results show a good agreement of the estimated geoid with geoidal heights estimated at GNSS-levelling reference points, with the standard deviation for the difference of 3.3 cm. Considering the uncertainty of geoidal heights derived at the GNSS/levelling reference points, one can conclude the geoid models computed by the one-step and two-step integration methods have negligible differences. Thus, the one-step method can be recommended for regional geoid modelling with its methodological and numerical advantages.
引用
收藏
页码:1631 / 1644
页数:14
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