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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
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<正>国际地球参考框架ITRF的解算需要全球导航卫星系统GNSS、甚长基线干涉测量VLBI、人卫激光测距SLR和多普勒卫星定轨和无线电综合定位DORIS技术的观测数据,以及各种技术的并址站归心基线。为了精确确定并址站的空间归心基线及其协方差信息,本文研究了GNSS/VLBI/SLR并址站的解算理论与方法,解算出中国大陆构造环境监测网络CMONOC("陆态网络")7个并 相似文献
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并址技术是指在同一测站位置同时利用GPS、SLR、VLBI等不同空间定位技术进行观测的方法。本文利用上海台站并址的GPS、SLR、VLBI技术观测近10年的数据对台站所处地壳垂直运动进行监测,发现不同技术手段对相同地理位置地壳运动监测结果存在相似性,同时也有一定程度的差异,针对这种现象本文进行了分析与探讨。 相似文献
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提出一种以SLR作为统一全球地壳垂直运动参考基准的方法。利用SLR、GNSS和VLBI国际分析中心提交给ITRF2008和ITRF2005的坐标速度场数据,选出精度较高的并置站,并经坐标转换计算出各自站心坐标系下的垂向速度场。基于系统差模型解算出SLR与GNSS、VLBI的垂向速度场之间的系统差,并利用此系统差将GNSS、VLBI的垂向速度场改正到以SLR为垂直运动参考基准上来。经一致性检验发现,改正后相关系数和斜率都趋近于1,这表明以SLR作为统一地壳垂直运动参考基准是可行的。 相似文献
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本文首先概述了VLBI、SLR数据的特点,给出了建立地球参考框架的模型;通过对模型中参数的协方差分析,得出了利用10～15个良好分布且具有高精度站坐标的VLBI站就可建立和维持精度为苦干厘米的我国最佳地球参考框架的结论;最后,提出了利用VLBI站和国内现有SLR固定站的并置观测建立我国VLBI/SLR地球参考框架的这一途径,并对此框架的作用进行了探讨。 相似文献
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本文采用直接法推导了射电天线轴系误差的指向改正模型的完全表达式,统一了轴系误差指向改正模型与L?sler归心测量模型中共有轴系参数的定义,建立了射电天线指向测量模型与归心测量模型中天线方位轴倾角参数间的联系,从而实现了利用射电天线方位轴信息测定VLBI测站垂线偏差(DOV)的方法.该方法不依赖专用DOV测量设备,仅需天线不定期维护的指向校正测量数据和包含水准测量的归心测量数据,是一种直接测量法.用多种DOV测量方法对采用本方法测得DOV进行符合度验证,初步结果表明:DOV卯酉分量与实测值一致.DOV子午分量与实测值在方向上一致,数值上存在一定差异,这是因为天线指向校正测量时射电源在测站天区南北分布不均匀.今后将进一步通过优化天线指向修正测量,实现利用VLBI天线方位轴信息对VLBI站的DOV的高精度测定. 相似文献
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Susanne Glaser Rolf König Dimitrios Ampatzidis Tobias Nilsson Robert Heinkelmann Frank Flechtner Harald Schuh 《Journal of Geodesy》2017,91(7):723-733
In this study, we assess the impact of two combination strategies, namely local ties (LT) and global ties (GT), on the datum realization of Global Terrestrial Reference Frames in view of the Global Geodetic Observing System requiring 1 mm-accuracy. Simulated Very Long Baseline Interferometry (VLBI) and Satellite Laser Ranging (SLR) data over a 7 year time span was used. The LT results show that the geodetic datum can be best transferred if the precision of the LT is at least 1 mm. Investigating different numbers of LT, the lack of co-located sites on the southern hemisphere is evidenced by differences of 9 mm in translation and rotation compared to the solution using all available LT. For the GT, the combination applying all Earth rotation parameters (ERP), such as pole coordinates and UT1-UTC, indicates that the rotation around the Z axis cannot be adequately transferred from VLBI to SLR within the combination. Applying exclusively the pole coordinates as GT, we show that the datum can be transferred with mm-accuracy within the combination. Furthermore, adding artificial stations in Tahiti and Nigeria to the current VLBI network results in an improvement in station positions by 13 and 12%, respectively, and in ERP by 17 and 11%, respectively. Extending to every day VLBI observations leads to 65% better ERP estimates compared to usual twice-weekly VLBI observations. 相似文献
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We assess the accuracy of some indirect approaches to invariant point (IVP), or system reference point, determination of satellite
laser ranging (SLR) and very long baseline interferometry (VLBI) systems using both observed and simulated survey data sets.
Indirect IVP determination involves the observation of targets located on these systems during specific rotational sequences
and by application of geometrical models that describe the target motion during these sequences. Of concern is that most SLR
and VLBI systems have limited rotational freedom thereby placing constraint on the reliability of parameter estimation, including
the IVP position. We assess two current approaches to IVP analysis using survey data observed at the Yarragadee (Australia)
SLR and the Medicina (Italy) VLBI sites and also simulated data of a large rotationally constrained (azimuth-elevation) VLBI
system. To improve reliability we introduce and assess some new geometric conditions, including inter-axis, inter-circle and
inter-target conditions, to existing IVP analysis strategies. The error component of a local tie specifically associated with
the indirect determination of SLR and VLBI IVP is less than 0.5 mm. For systems with significant rotational limits we find
that the inter-axis and inter-circle conditions are critical to the computation of unbiased IVP coordinates at the sub-millimetre
level. When the inter-axis and inter-circle geometric conditions are not imposed, we retrieve biased vertical coordinates
of the IVP (in our simulated VLBI system) in the range of 1.2–3.4 mm. Using the new geometric conditions we also find that
the axis-offset estimates can be recovered at the sub- millimetre accuracy (0.5 mm). 相似文献
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In geodetic and geophysical applications of GPS, it is important to realize the ephemerides of the GPS satellites and the coordinates of station positions in a consistent reference system. At present, more than one reference system is being used by various GPS users depending on their specific applications. The WGS-84 and various reference frames based on satellite laser ranging (SLR), very long baseline interferometry (VLBI), or a combination of SLR and VLBI are the most commonly used in high precision geophysical applications. The WGS-84 is widely used in applications which rely on the GPS broadcast ephemeris. Station coordinates estimated in one system may have to be transformed to another for further use or for evaluation/comparison purposes. This paper presents a seven-parameter transformation between the WGS-84 and SLR/VLBI reference frames. The GPS double-differenced phase measurements for two consecutive weeks from a set of five Defense Mapping Agency (DMA) sites (defined in the WGS-84 frame) and from an augmented set of fifteen CIGNET sites (defined in the SLR/VLBI frame) were processed in a least squares estimation scheme to determine station coordinates, from which the transformation parameters were determined. A scale difference of about 0.2 ppm and an orientation difference in longitude of about 31 milliarcseconds were found to be the only parameters of significance between the adopted SLR/VLBI and the WGS-84 frames. Transformation between WGS-84 and the ITRF90 is also included, in which the scale difference is the same as before but the longitude rotation is about 16 mas. 相似文献
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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
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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
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Analysis of the EUREF-89 GPS data from the SLR/VLBI sites 总被引：1，自引：0，他引：1
In May 1989, the IAG Subcommission for the European Reference Frame organized a GPS measurement campaign, called EUREF-89, to establish a common European Reference Frame. During a 2-week period various types of GPS receivers were deployed at about 100 different locations in Europe, which included many national geodetic first order points and most of the well-known SLR and VLBI sites. In this study, the measurements from those SLR and VLBI sites, and three additional points in The Netherlands, have been analyzed adopting a fiducial network approach. In the first place, the study provided valuable experience in the use of the GIPSY software for the analysis of GPS data from large networks equipped with a mixture of receiver types. Furthermore, this analysis represents an independent check of the SLR/VLBI network, used as the reference frame for the official EUREF solution. Daily solutions of baselines up to 2500 km in length have been obtained with a repeatability of 0.5–2.0 parts in 108, while the agreement with SLR results is at about the same level. The accuracy of the estimated coordinates is at a level of about 4.0 cm in the horizontal and 6.0 cm in the vertical direction. Of particular interest are the results for some baselines in Greece, which have also been measured by mobile SLR in the framework of the WEGENER/MEDLAS project. The GPS results seem to confirm the trends in the baseline length changes emerging from those SLR studies. 相似文献