Jagoda Marcin, Rutkowska Miłosława
Faculty of Civil Engineering Environmental and Geodetic Sciences, Koszalin University of Technology, Śniadeckich 2, 75-453 Koszalin, Poland.
Sensors (Basel). 2020 Oct 25;20(21):6065. doi: 10.3390/s20216065.
The article is the fourth part of our research program concerning an analysis of tectonic plates' motion parameters that is based on an observation campaign of an array of satellite techniques: SLR, DORIS, VLBI, and now GNSS. In this paper, based on the International Terrestrial Reference Frame 2014 (ITRF2014) for observations and using the GNSS technique, the Eurasian tectonic plate motion was analyzed and the plate motion parameters Φ, Λ (the position of the rotation pole), and (the angular rotation speed) were adjusted. Approximately 1000 station positions and velocities globally were obtained from the GNSS campaign over a 21-year time interval and used in ITRF2014. Due to the large number of data generated using this technique, the analyses were conducted separately for each tectonic plate. These baseline data were divided into a number of parts related to the Eurasian plate, and are shown in this paper. The tectonic plate model was analyzed on the basis of approximately 130 GNSS station positions. A large number of estimated station positions allowed a detailed study to be undertaken. Stations that agree with the plate motion were selected and plate parameters were estimated with high accuracy. In addition, stations which did not agree with the tectonic plate motion were identified and removed. In the current paper, the influence of the number and location of stations on the computed values and accuracy of the tectonic plate motion parameters is discussed. Four calculation scenarios are examined. Each scenario contains 30 stations for the common solution of the European and Asiatic part of the Eurasian plate. The maximum difference between the four calculation scenarios is 0.31° for the Φ parameter and 0.24° for the Λ parameter, indicating that it is at the level of the value of the formal error. The ω parameter has the same value for all the scenarios. The final stage of the analysis is the estimation of parameters Φ, Λ, and based on all of the 120 stations used in the four calculation scenarios (i.e., scenario 1 + scenario 2 + scenario 3 + scenario 4). The following results are obtained: Φ = 54.81° ± 0.37°, Λ = 261.04° ± 0.48°, and = 0.2585°/Ma ± 0.0025°/Ma. The results of the analysis are compared with the APKIM2005 model and another solution based on the GNSS technique, and a good agreement is found.
本文是我们研究项目的第四部分,该项目旨在基于卫星技术阵列(SLR、DORIS、VLBI,现在还有GNSS)的观测活动,分析构造板块的运动参数。在本文中,基于2014年国际地球参考框架(ITRF2014)进行观测,并使用GNSS技术,对欧亚构造板块的运动进行了分析,并调整了板块运动参数Φ、Λ(旋转极的位置)和ω(角旋转速度)。在21年的时间间隔内,通过GNSS观测活动在全球范围内获得了约1000个站点的位置和速度,并用于ITRF2014。由于使用该技术产生的数据量巨大,因此对每个构造板块分别进行了分析。这些基线数据被分成与欧亚板块相关的若干部分,并在本文中展示。基于约130个GNSS站点的位置对构造板块模型进行了分析。大量估计的站点位置使得能够进行详细的研究。选择了与板块运动相符的站点,并高精度地估计了板块参数。此外,识别并移除了与构造板块运动不符的站点。在本文中,讨论了站点数量和位置对构造板块运动参数计算值和精度的影响。研究了四种计算方案。每种方案包含30个站点,用于欧亚板块欧洲和亚洲部分的共同解算。四种计算方案之间的最大差值,对于Φ参数为0.31°,对于Λ参数为0.24°,表明其处于形式误差值的水平。ω参数在所有方案中具有相同的值。分析的最后阶段是基于四种计算方案(即方案1 + 方案2 + 方案3 + 方案4)中使用的所有120个站点估计参数Φ、Λ和ω。得到以下结果:Φ = 54.81° ± 0.37°,Λ = 261.04° ± 0.48°,ω = 0.2585°/Ma ± 0.0025°/Ma。将分析结果与APKIM2005模型以及基于GNSS技术的另一种解算结果进行了比较,发现吻合度良好。