共查询到20条相似文献,搜索用时 93 毫秒
1.
毫米级地球参考框架的实现需要毫米级的动态维持技术。目前的动态维持技术主要有基于线性速度的线性维持技术、综合考虑基准站非线性运动和地心运动的非线性维持技术以及历元参考框架技术。首先简要总结了线性维持技术的发展现状,从影响机制和坐标时间序列两个角度,围绕坐标非线性变化的建模方法,重点梳理了非线性维持技术的研究进展;然后对历元参考框架的实现过程及其在参考框架维持中的应用进行了介绍;最后基于对现状的分析,提出了实现毫米级地球参考框架动态维持需要解决的几个关键问题。 相似文献
2.
3.
4.
坐标框架是描述地球形状及变化、表达地球空间信息的基础,也是拓展人类活动、促进社会发展的关键地球空间信息基础设施。随着空间大地测量观测技术的发展,地球科学及相关学科间的交叉渗透融合,利用其建立全球或区域坐标框架成为当前大地测量的主要任务。研究建立1毫米级坐标框架是国际大地测量学界21世纪的学科目标和重要挑战。本文以当前建立理论最完善、应用最广泛、精度最高的国际地球参考框架为例,描述了基于空间大地测量观测技术的坐标框架建立方法,阐述了全球及区域地心坐标框架建设的最新进展及局限性,最后针对建立1毫米级坐标框架的几个关键问题提出了研究思路。 相似文献
5.
针对历元地球参考框架在确定站点高频非线性运动和季节性变化方面具有国际地球参考框架不具备的优势问题,该文通过比较两种技术间组合策略建立的多源融合历元地球参考框架的精度,研究DORIS对于多源融合历元地球参考框架的影响。通过基于坐标的法方程叠加方法进行技术内法方程叠加和技术间组合,并利用并置站条件联系不同技术的法方程,从而建立多源融合历元地球参考框架。结果表明,DORIS的引入并不会对多源融合历元地球参考框架的基准定义或其他3种技术站点的点位精度产生较大的影响,同时能够体现4种技术中精度较差的DORIS对于ETRF的精度及稳定性的影响。 相似文献
6.
7.
8.
针对90年代天文地球动力学对地球参考系提出的毫米级要求,本文提出了一些更深入、更广泛的地球动力学问题,并探讨了可能的改进和解决方法。这些问题是:板块运动模型的改进;区域性地壳形变的影响;冰期后地壳回弹的影响;地球质心变化的影响。 相似文献
9.
10.
主要从技术实现和维持方面讨论了我国CGCS2000框架与当前ITRF框架的不同。随着空间技术的进步,特别是我国自主的北斗卫星第三代卫星将实现信号的全球覆盖,发展以北斗卫星为主的毫米级全球基准将是我国基准发展的未来目标。毫米级站点坐标涉及两个因素:一是地球质心变化反演;二是站点的非线性运动建模。本文就国际上采用的地心反演方法进行了讨论、分析、比较。非线性运动建模部分重点介绍了奇异谱非线性建模技术,此方法相比地球物理效应分析建模方法有很明显的优势,可为我国CGCS2000框架点非线性运动维持提供依据。 相似文献
11.
The AuScope geodetic VLBI array 总被引:1,自引:1,他引:0
J. E. J. Lovell J. N. McCallum P. B. Reid P. M. McCulloch B. E. Baynes J. M. Dickey S. S. Shabala C. S. Watson O. Titov R. Ruddick R. Twilley C. Reynolds S. J. Tingay P. Shield R. Adada S. P. Ellingsen J. S. Morgan H. E. Bignall 《Journal of Geodesy》2013,87(6):527-538
12.
13.
14.
从全球国际地球参考框架(International Terrestrial Reference Frame,ITRF)的建立、维护与发展,卫星测高、卫星重力等的发展及应用,全球卫星导航系统(Global Navigation Satellite System,GNSS)、卫星激光测距(Satellite Laser Ranging,SLR)、甚长基线干涉测量(very Long Baseline Interferometry,VLBI)、卫星多普勒定轨定位(Doppler Orbitography by Radiopositioning Integrated on Satellite,DORIS)的融合应用,海洋测绘和室内定位的发展等几个方面综述了大地测量学及卫星导航定位技术的最新进展,并提出中国2000国家大地坐标系与自主卫星导航系统的主要应用及发展目标。 相似文献
15.
VLBI terrestrial reference frame contributions to ITRF2008 总被引:6,自引:5,他引:1
In late 2008, the Product Center for the International Terrestrial Reference Frame (ITRF) of the International Earth Rotation
and Reference Systems Service (IERS) issued a call for contributions to the next realization of the International Terrestrial
Reference System, ITRF2008. The official contribution of the International VLBI Service for Geodesy and Astrometry (IVS) to
ITRF2008 consists of session-wise datum-free normal equations of altogether 4,539 daily Very Long Baseline Interferometry
(VLBI) sessions from 1979.7 to 2009.0 including data of 115 different VLBI sites. It is the result of a combination of individual
series of session-wise datum-free normal equations provided by seven analysis centers (ACs) of the IVS. All series are completely
reprocessed following homogeneous analysis options according to the IERS Conventions 2003 and IVS Analysis Conventions. Altogether,
nine IVS ACs analyzed the full history of VLBI observations with four different software packages. Unfortunately, the contributions
of two ACs, Institute of Applied Astronomy (IAA) and Geoscience Australia (AUS), had to be excluded from the combination process.
This was mostly done because the IAA series exhibits a clear scale offset while the solution computed from normal equations
contained in the AUS SINEX files yielded unreliable results. Based on the experience gathered since the combination efforts
for ITRF2005, some discrepancies between the individual series were discovered and overcome. Thus, the consistency of the
individual VLBI solutions has improved considerably. The agreement in terms of WRMS of the Terrestrial Reference Frame (TRF)
horizontal components is 1 mm, of the height component 2 mm. Comparisons between ITRF2005 and the combined TRF solution for
ITRF2008 yielded systematic height differences of up to 5 mm with a zonal signature. These differences can be related to a
pole tide correction referenced to a zero mean pole used by four of five IVS ACs in the ITRF2005 contribution instead of a
linear mean pole path as recommended in the IERS Conventions. Furthermore, these systematics are the reason for an offset
in the scale of 0.4 ppb between the IVS’ contribution to ITRF2008 and ITRF2005. The Earth orientation parameters of seven
series used as input for the IVS combined series are consistent to a huge amount with about 50 μas WRMS in polar motion and
3 μs in dUT1. 相似文献
16.
利用空间大地测量数据探测地球膨胀效应 总被引:5,自引:2,他引:3
地球自转服务局(IERS)采用多种高精度的空间探测技术综合解算得到的国际地球参考框架(ITRF)是国际上公认的精度高、稳定性好的参考框架。为了研究地球的膨胀或收缩效应,本文采用ITRF2000的站坐标和速度,利用Delaunay算法生成的三角网逼近地球形体,计算出了地球的体积变化。 相似文献
17.
18.
Xavier Collilieux Laurent Métivier Zuheir Altamimi Tonie van Dam Jim Ray 《GPS Solutions》2011,15(3):219-231
The International GNSS Service (IGS) contributes to the construction of the International Terrestrial Reference Frame (ITRF)
by submitting time series of station positions and Earth Rotation Parameters (ERP). For the first time, its submission to
the ITRF2008 construction is based on a combination of entirely reprocessed GPS solutions delivered by 11 Analysis Centers
(ACs). We analyze the IGS submission and four of the individual AC contributions in terms of the GNSS frame origin and scale,
station position repeatability and time series seasonal variations. We show here that the GPS Terrestrial Reference Frame
(TRF) origin is consistent with Satellite laser Ranging (SLR) at the centimeter level with a drift lower than 1 mm/year. Although
the scale drift compared to Very Long baseline Interferometry (VLBI) and SLR mean scale is smaller than 0.4 mm/year, we think
that it would be premature to use that information in the ITRF scale definition due to its strong dependence on the GPS satellite
and ground antenna phase center variations. The new position time series also show a better repeatability compared to past
IGS combined products and their annual variations are shown to be more consistent with loading models. The comparison of GPS
station positions and velocities to those of VLBI via local ties in co-located sites demonstrates that the IGS reprocessed
solution submitted to the ITRF2008 is more reliable and precise than any of the past submissions. However, we show that some
of the remaining inconsistencies between GPS and VLBI positioning may be caused by uncalibrated GNSS radomes. 相似文献
19.
Earth orientation parameters (EOPs) provide a link between the International Celestial Reference Frame (ICRF) and the International Terrestrial Reference Frame (ITRF). Natural geodynamic processes, such as earthquakes, can cause the motion of stations to become discontinuous and/or non-linear, thereby corrupting the EOP estimates if the sites are assumed to move linearly. The VLBI antenna at the Gilcreek Geophysical Observatory has undergone non-linear, post-seismic motion as a result of the Mw=7.9 Denali earthquake in November 2002, yet some VLBI analysts have adopted co-seismic offsets and a linear velocity model to represent the motion of the site after the earthquake. Ignoring the effects of the Denali earthquake leads to error on the order of 300–600 μas for the EOP, while modelling the post-seismic motion of Gilcreek with a linear velocity generates errors of 20–50 μas. Only by modelling the site motion with a non-linear function is the same level of accuracy of EOP estimates maintained. The effect of post-seismic motion on EOP estimates derived from the International VLBI Service IVS-R1 and IVS-R4 networks are not the same, although changes in network geometries and equipment improvements have probably affected the estimates more significantly than the earthquake-induced deformation at Gilcreek. 相似文献
20.
ITRF中GNSS/SLR并址站归心基线的“一步解” 总被引:1,自引:1,他引:0
提出将SLR望远镜的参考点和两轴偏差作为未知参数,在ITRF中联合并址站归心测量中GNSS基线网和地面网观测量(水平方向、垂直角和边长),建立SLR站观测设备的参考点与观测标志、观测标志之间、参考点和两轴偏差与其他未知参数之间的多种约束条件来求解归心基线的“一步解”。利用“一步解”解算出“陆态网络”中北京、昆明和西安3个GNSS/SLR并址站在ITRF2014中的归心基线及其协方差阵。结果显示:归心基线的中误差优于2 mm,与已有分步解相比,差值不超过2 mm;水平轴和垂直轴之间的偏差分别为3.8、0.7和3.6 mm,中误差分别为1.3、1.2和1.3 mm。 相似文献