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首页> 外文期刊>Journal of surveying engineering >Single- and Multiepoch Analyses of Global Positioning System Baseline Network: Application to Coordinate and Velocity Determinations in Central Taiwan
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Single- and Multiepoch Analyses of Global Positioning System Baseline Network: Application to Coordinate and Velocity Determinations in Central Taiwan

机译:全球定位系统基线网络的单次和多次分析:在台湾中部的坐标和速度确定中的应用

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摘要

Theories and computer programs are developed for single- and multiepoch analyses of a global positioning system (GPS) baseline network using the datum-free and weighted constraint solutions. Single-epoch analysis is for evaluating data quality, removing outliers, examining network precision, and estimating coordinates. Multiepoch analysis is for simultaneously determining epoch coordinates and station velocities. The datum-free solution yields estimable data residuals and relative coordinates and is suitable for adjusting data only and for detecting changes of relative coordinates. The weighted constraint solution allows a lower-order network to be attached to an existing, higher-order network. The analysis methods are applied to a multiepoch GPS baseline network in central Taiwan, which was hit by the 1999 Chi-Chi earthquake measuring 7.3 on the Richter scale. The velocities computed by the methods developed in this study are consistent with those from the Bernese GPS software. The result of the multiepoch analysis indicates that, in the first year after the Chi-Chi earthquake, the crust east of the Chelungpu Fault moved northwestwards at a mean rate of about 10 cm/year, while the crust west of the Chelungpu Fault moved in the opposite direction at a much lower speed.
机译:开发了理论和计算机程序,用于使用无基准和加权约束解决方案对全球定位系统(GPS)基线网络进行单时和多时分析。单周期分析用于评估数据质量,消除异常值,检查网络精度和估计坐标。多历元分析用于同时确定历元坐标和测站速度。无基准的解决方案可产生可估计的数据残差和相对坐标,适用于仅调整数据和检测相对坐标的变化。加权约束解决方案允许将低阶网络连接到现有的高阶网络。该分析方法被应用于台湾中部的多纪GPS基线网络,该网络受到了1999年里氏7.3级地震的袭击。通过本研究开发的方法计算出的速度与Bernese GPS软件的速度一致。多时相分析的结果表明,在集集地震之后的第一年,切龙普断裂东侧的地壳以每年约10厘米/年的速度向西北移动,而切龙普断裂西侧的地壳向西移动。相反的方向,速度要低得多。

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