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首页> 外文期刊>Journal of geodynamics >A comparison of fixed- and free-positioned point mass methods for regional gravity field modeling
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A comparison of fixed- and free-positioned point mass methods for regional gravity field modeling

机译:定点和自由点质量方法在区域重力场建模中的比较

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Radial basis functions (RBFs) have been used widely for regional gravity field modeling. By using the RBFs with the point mass kernel, the RBF-based technique becomes the point mass method. The model setup of the point mass RBFs, consisting of the selection of the spectral bandwidths, depths and network, is crucial for the quality of recovered regional gravity field models. If the spectral bandwidths are defined, the point mass method can be classified into the fixed- and free-positioned methods. This study compares the two methods for modeling of regional gravity fields in a unified framework. The fixed-positioned method uses a Reuter grid to determine the RBF number and centers. The grid depth is chosen by experimenting several candidates to achieve the smallest root-mean-square (RMS) of the differences between predicted and observed values at a set of control points. The magnitudes of the RBFs are estimated by solving a linear equation system, where Tikhonov regularization is applied if the normal matrix is ill-conditioned. The free-positioned method starts with initially unknown positions of the RBFs, and also the number of RBFs is determined in the computation process. Here, we use a search process to select the RBFs automatically by means of solving a series of nonlinear problems with depth constraints on the RBFs to minimize the RMS difference between the predictions and observations. The magnitudes of all selected RBFs are later re-estimated in the least-squares sense while keeping their positions unchanged. EGM2008 coefficients are firstly used to simulate two harmonic fields to test the performance of the two methods on various Reuter grids, depth limits, and spectral bandwidths, in order to gain certain guidelines for a proper selection of the model parameters. The two methods are then applied to real gravity data sets in the Auvergne and White Sands test areas, respectively. The results reveal that the free-positioned method outperforms the fixed-positioned method in regions with rough gravity field features while using less RBFs. In regions with smooth gravity field features, both methods give similar results, where the fixed-positioned method needs more RBFs than the free-positioned method.
机译:径向基函数(RBF)已广泛用于区域重力场建模。通过将RBF与点质量核一起使用,基于RBF的技术成为点质量方法。点质量RBF的模型设置(包括频谱带宽,深度和网络的选择)对于恢复区域重力场模型的质量至关重要。如果定义了频谱带宽,则可以将点质量方法分为固定方法和自由位置方法。这项研究比较了在统一框架中建模区域重力场的两种方法。固定位置方法使用Reuter网格确定RBF编号和中心。网格深度是通过试验几个候选值来选择的,以在一组控制点上获得预测值和观察值之间的差异的最小均方根(RMS)。通过求解线性方程组可以估算RBF的大小,如果正常矩阵条件不佳,则可以应用Tikhonov正则化。自由定位方法从RBF的最初未知位置开始,并且RBF的数量在计算过程中确定。在这里,我们使用搜索过程通过解决一系列对RBF具有深度限制的非线性问题来自动选择RBF,以最小化预测和观测值之间的RMS差异。随后,在保持其位置不变的情况下,以最小二乘法重新估算所有选定RBF的幅度。 EGM2008系数首先用于模拟两个谐波场,以测试这两种方法在各种Reuter网格,深度限制和频谱带宽上的性能,从而获得适当选择模型参数的指导。然后将这两种方法分别应用于Auvergne和White Sands测试区域中的真实重力数据集。结果表明,在重力场特征较粗糙的区域中,自由定位方法优于固定位置方法,而使用的RBF较少。在具有平滑重力场特征的区域中,两种方法都给出相似的结果,其中固定位置方法比自由位置方法需要更多的RBF。

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