泰国国家大地测量基础设施的精确坐标变换

Korakod Butwong, Thayathip Thongtan, Kriengkrai Boonterm
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引用次数: 0

摘要

地面站接收器或网络的位置使用不同的大地测量基准。大地基准面定义了地球模型的大小和形状,以及用于绘制地球地图的坐标系的方位原点。它们经过修改以收敛于国际地面参考帧(ITRF)。泰国大地测量参考系由泰国皇家测量部(RTSD)维护;目前,它是基于GNSS永久网络。以精确的轨道和时钟解、地球方向参数和对流层梯度作为固定参数,采用网法同时调整所有台站坐标,估算台站位置;定义为零阶网络。它们是根据ITRF以厘米级的精度和准确度测定的。由于海洋潮汐和板块运动,地球的形状随时间而变化。当地震和火山爆发发生时,变化更加缓慢。ITRF和其他大地基准不断变化;因此,需要进行帧转换。最新调整坐标基于ITRF2005、2008和2014帧,速度分别设置在历元2008.83、2013.81和2021.93。约束以转换参数的形式强制转换。然后生成网格位移,将全局坐标系转换为局部地心参考系。从另一组地面站获得的GNSS测量值用作检查坐标。转换后的坐标在水平和垂直方向上的精度均为1厘米,置信度为95%。坐标转换可以应用于基于一个基准策略上的一个地图的泰国地图。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Precision coordinate transformations for Thai national geodetic infrastructure
Ground station receivers or networks’ location uses different geodetic datums. The geodetic datum defines size and shape of the Earth model and origin of orientation of coordinate systems used to map the Earth. They are modified to converge to the International Terrestrial Reference Frame (ITRF). The Thailand geodetic reference frame has been maintained by the Royal Thai Survey Department (RTSD); currently, it is based on GNSS permanent networks. Precise orbit and clock solutions, earth orientation parameters and tropospheric gradients are applied as fixing parameters to estimate station positions using a network approach where all station coordinates are simultaneously adjusted; defined as a zero-order network. They are determined with respected to ITRF with centimetre precisions and accuracies. The shape of the Earth varies over time due to oceanic tides and plate movements. Changing are more gradually when earthquakes and volcanic eruptions happen. ITRF and other geodetic datums are changing continually; therefore, frame transformations are required. The latest adjusted coordinates are based on ITRF2005, 2008 and 2014 frame and velocities are set at the epoch 2008.83, 2013.81 and 2021.93 respectively. Constraints are cast in form of transformation parameters. The grid shift is then generated to transform from global coordinate systems to local geocentric reference frames. GNSS measurements obtained from another set of ground stations are used as check coordinates. Transformed coordinates are at 1 centimetre-level of accuracy both horizontally and vertically at 95 percent confidence level. Coordinate transformations can be applied to map Thailand based on one map on one datum policy.
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