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The ongoing modernization of the Taiwan semi-dynamic datum based on the surface horizontal deformation model using GNSS data from 2000 to 2016

机译:基于2000年至2016年基于GNSS数据的基于表面水平变形模型的台湾半动态基准面正在进行的现代化

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A semi-dynamic geodetic datum, composed of a static geodetic datum and a surface deformation model, is proposed in this study to maintain the accuracy of geodetic datum in Taiwan. A concept to construct the surface deformation model is also suggested to accommodate the characteristics of temporal variation of the velocity field and coseismic displacements caused by earthquakes in Taiwan. In this study, we proposed a surface deformation model, containing a secular velocity grid model during 2000-2016 and a coseismic displacement grid model of the 2016 M-L 6.6 Meinong earthquake, as an example to examine its adaptability in Taiwan. The secular velocity field relative to the station KMNM from 2000 to 2016 was first evaluated in this study using data from 380 continuous GNSS stations in Taiwan. Integrating 672 campaign-mode GNSS velocities from 2002 to 2016, a secular velocity grid model was constructed using the Kriging interpolation method. The high-precision coseismic displacements of the 2016 Meinong earthquake calculated using the IGS ultra-rapid orbit were also evidenced. The coseismic displacement grid model for all Taiwan for this event was built using the kinematic dislocation model to prevent contamination from nontectonic sources. Another 1341 independent GNSS control points surveyed in 2013 and 2016 were adopted to validate the reliability of the surface deformationmodel. After correction by the deformationmodel, 1219 points (91%) matched the criterion at the urban region of cadastral surveying in Taiwan (< 6 cm). The Electronic Global Navigation Satellite System (e-GNSS) in Taiwan is suggested to be integrated with the geodetic semi-dynamic datum to improve the precision of e-GNSS and to monitor the accuracy of the surface deformation model in the Taiwan semi-dynamic datum.
机译:为了保持台湾大地基准的准确性,本文提出了一种由静态大地基准和表面变形模型组成的半动态大地基准。还提出了构造表面变形模型的概念,以适应台湾地震引起的速度场的时变和同震位移的特征。在这项研究中,我们提出了一个表面变形模型,以2000-2016年期间的长期速度网格模型和2016年M-L 6.6美浓地震的同震位移网格模型为例,以检验其在台湾的适应性。本研究首先使用台湾380个连续GNSS台站的数据评估了2000年至2016年相对于KMNM台站的长期速度场。结合2002年至2016年的672个战役模式GNSS速度,使用克里格插值法构建了一个长期速度网格模型。还证明了使用IGS超快速轨道计算的2016年美浓地震的高精度同震位移。使用运动位错模型建立了针对该事件的全台湾同震位移网格模型,以防止来自非构造源的污染。 2013年和2016年对另外1341个独立的GNSS控制点进行了调查,以验证表面变形模型的可靠性。经变形模型校正后,台湾地籍测量城市区域(<6 cm)有1219个点(91%)符合标准。建议将台湾电子全球导航卫星系统(e-GNSS)与大地测量半动态基准面集成在一起,以提高e-GNSS的精度并监视台湾半动态基准面中地表变形模型的准确性。

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