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Optimal Combination of Satellite and Terrestrial Gravity Data for Regional Geoid Determination Using Stokes-Helmert's Method, the Auvergne Test Case

机译:利用Stokes-Helmert的方法,Auvergne测试案例的区域大地区测定卫星和地面重力数据的最佳组合

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The precise regional geoid modelling requires combination of terrestrial gravity data with satellite-only Earth Gravitational Models (EGMs). In determining the geoid using the Stokes-Helmert approach, the relative contribution of terrestrial and satellite data to the computed geoid can be specified by the Stokes integration cap size defined by the spherical distance ψ_0 and the maximum degree l_0 of the EGM-based reference spheroid. Larger values of l_0 decrease the role of terrestrial gravity data and increase the contribution of satellite data and vice versa for larger values of ψ_0. The determination of the optimal combination of the parameters l0 and ψ0 is numerically investigated in this paper. A numerical procedure is proposed to find the best geoid solution by comparing derived gravimetric geoidal heights with those at GNSS/levelling points. The proposed method is tested over the Auvergne geoid computation area. The results show that despite the availability of recent satellite-only EGMs with the maximum degree/order 300, the combination of l_0= 160 and ψ0= 45 arc-min yields the best fitting geoid in terms of the standard deviation and the range of the differences between the estimated gravimetric and GNSS/levelling geoidal heights. Depending on the accuracy of available ground gravity data and reference geoidal heights at GNSS/levelling points, the optimal combination of these two parameters may be different in other regions.
机译:精确的区域大地形建模需要与唯一地球重力模型(EGMS)的地面重力数据组合。在使用Stokes-Helmert方法的情况下确定地域,可以通过由球面距离ψ_0和基于EGM的参考球体的最大程度L_0限定的Stokes集成帽尺寸来指定地面和卫星数据对计算的地区的相对贡献。 L_0的较大值降低了地面重力数据的作用,并提高了卫星数据的贡献,反之亦然,对于ψ_0的较大值。在本文中对参数L0和χ0的最佳组合的测定是在本文的数量上研究的。提出了一种数值过程,以通过比较GNSS /平整点的那些,通过比较衍生的重量大高度来找到最佳水泥解决方案。该方法在Auvergne Geoid计算区域上测试。结果表明,尽管最近的卫星仅具有最大程度/订单300的卫星 - 仅适用于卫星的EGMS,但L_0 = 160和ψ0= 45弧米的组合在标准偏差和范围内产生最佳的大地区。估计重量和GNSS /平整大流量高度之间的差异。根据可用地重力数据的准确性和GNSS /升级点的参考系数高度,在其他区域中,这两个参数的最佳组合可能是不同的。

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