共查询到19条相似文献，搜索用时 125 毫秒
1.
基于ITRF2000地球参考架的三维VLBI站速度矢量和NNR-NUVEL-1A地球板块运动模型，采用观测的VLBI基线长变化率作为约束，估计和讨论了全球6个并置VLBI站的局部或区域性地壳的相对形变，并与国际地球参考架ITRFs解和VLBI全球解glb2003以及VTRF2003的结果进行了比较．结果表明日本Kashima与Kashim34VLBI站之间，美国GREENBANK的NRAO20与NRAO85-3站之间可能存在每年约近4毫米的相对垂直形变；WESTFORD与HAYSTACK二站间每年近2毫米的垂直形变率差基本可得到肯定，KOKEE和KAUAI二站的垂直形变率约有每年1至3毫米的差．利用如下方法能较可靠地检测出并置VLBI站间的局部或区域性的地壳垂直形变，改进ITRF解的可能不足． 相似文献
2.
对杨志根等人在2005年估计的全球6个并置VLBI站的相对形变率(特别是相对垂直形变率)结果与最近的VLBI全球解VTRF2005的相应结果作了比较。结果表明,北美Greenbank的NRAO20和NRAO85_3两个VLBI站之间每年3—4mm的相对垂直形变率和Westford的WEST- FORD和HAYSTACK两个VLBI站间每年1-2mm的相应结果可以进一步得到肯定;太平洋夏威夷岛的KOKEE和KAUAI两个VLBI站每年2～5mm的相对水平形变率和日本鹿岛的KASHIMA和KASHIM34两个VLBI站间每年1-2mm的相应结果也可以得到确认。然而,每年2—4mm的KASHIMA和KASHIM34站间的相对垂直形变率结果,在过去所有观测研究的结果中都被基本肯定,在VTRF2005中的结果中却几乎消失了,对其中可能的原因作了讨论。此外,对北美的FD-VL- BA和HRASO85两个VLBI站间的相对垂直形变率仍不能肯定,在不同的全球解中,FD-VLBA站的形变率解结果是基本稳定的,而HRASO85站在VTRF2005中的垂直形变率结果为(2．61±3．91) mm／a,与估计的结果符号相反,并且比在VTRF2003中的相应结果大了2．2mm／a,估计误差也大了近7倍。有关的结果还有待采用更新的资料进行讨论。 相似文献
3.
利用美国宇航局(NASA)在1999年的VLBI全球解(glb1123)中关于上海VLBI站与国际上13个VLBI站的基线长变化率高精度测定结果,以及日本鹿岛Kashima和Kashima 34两VLBI站分别与国际VLBI站间的相应结果,基于最近的国际地球参考架ITRF97,估计得到了上海VLBI站和日本鹿岛两VLBI站相对于板块稳定区的地壳垂直形变率分别为-1.91±0.56 mm/yr、-3.72±0.74 mm/yr和-8.81±0.84mm/yr,表明上海VLBI站存在每年近2毫米的下降,讨论并证实日本鹿岛两VLBI站的地壳垂直形变速率是不一致的;基于不同板块运动模型的欧拉旋转矢量,估计得到了上述3站的水平形变速率;还估计给出了太平洋板块中部的形变率结果. 相似文献
4.
利用国际联测和综合处理 ,得到昆明GPS站地壳形变速率每年以( -4 .3± 0 .5)mm下沉趋势 ,水平分别以 3 7.5mm ,方位 1 47°± 1 .°5运动。利用最新国际地球自转服务 (IERS)发布的国际地球参考架ITRF2 0 0 0速度场 ,建立最新反映全球板块模型 ,基于最新的ITRF2 0 0 0地球参考架和欧亚板块的欧拉矢量 ,估计得到昆明站的地壳垂直形变速率为每年 -0 .0 1mm呈下降趋势 ,水平形变速率为每年 ( 8.1± 0 .2 0 )mm ,方位 1 3 7°± 1 .°5;并进一步分别基于几百万年地质地磁模型NNR -NUVEL1A和ITRF96、ITRF97模型的欧亚板块的欧拉矢量 ,得到较一致的结果 ,说明全球板块运动稳定性与模型的可靠性。本文基于不同板块模型分析了昆明GPS站相对于欧亚板块运动 相似文献
5.
甚长基线干涉仪测量佘山财区的地壳垂直运动 总被引：2，自引：1，他引：1
钱志瀚 《中国科学院上海天文台年刊》1996,(17):52-56
本简述了VLBI测量地壳垂直运动的原理，并给出了利用上海天台VLBI站自1988年以年的VLBI国际联测资料及VLBI站与邻近基岩水准点的水准联测资料所得到上海佘山地区地壳垂直运动的初步结果为－1mm/yr。最后还提出进一步提高VLBI垂直运动的测量精度及全面了解整个上海地区地壳垂直运动的现状的意见。 相似文献
6.
计算了日本海的M2，S2，K1和O1等4个主潮波对东亚9个VLBI站的负荷位移参数和重力改正，得到日本VLBI站的径向和水平方向的信移量分别为3－12mm和1-3mm，上海VLBI站和韩国的Daejeon站相应的径向量分别为1mm和3-4mm。估计了上海至日本鹿岛和水Chi站的负荷基线变化分别可达±7.6mm和±28.4mm。此外，日本的水Chi、野边山、鹿儿岛和Usuda站的负荷重力变化分别可达0.8－0.9μGal，它接近于目前绝对重务测定的观测精度（±μGal）。计算还表明，不同地球模型的计算负荷位移之差在目前测地学精度水平下可以忽略。 相似文献
7.
介绍了差分VLBI技术确定空间飞行器位置的原理。在上海、乌鲁木齐和昆明站开展了对地球同步卫星的首次国内差分VLBI观测 ,实验中选择 3颗角距小于 15°的ICRF射电源作为参考源 ,克服了卫星观测的特殊性带来的困难 ,成功地获得了卫星信号的干涉条纹。基于条纹拟合的结果和系统差分析 ,估计双差单向测距的总误差约为 4 1cm ,双差单向测速的总误差约为 0 .14 8mm/s,相当于在地球同步轨道上 8m的位置误差和 2 .8mm/s的速度误差 相似文献
8.
杨志根 《中国科学院上海天文台年刊》1992,(13):40-48
本估计了极潮对VLBI测定基线的影响，计算结果表明，地球自转变化和极移引起的极潮对测站径向位移最大影响分别约为0.4mm和16.1mm；对测站水平位移最大值分别近似为0.1mm和4.5mm。采用1989年的EOP参数分别对上海与西德Wettzell、澳大利亚Canberra、日本Kashima和美国Kauai四个站的基线变化计算表明，极潮引起四条基线变化的幅值分别为12.9mm、18.5mm、2.1mm和14.9mm，引起国内上海、昆明和乌鲁木齐三站基线的变化分别可达3－6mm。进一步对极潮的次级效应计算表明，海洋极潮引起上述国内三站的负荷垂直位移最大值分别为0.87mm、054mm和0.48mm。因此，采用毫米级精度的VLBI技术用于天体测量学和大地测量学研究，在归算模型中应考虑极潮的影响。 相似文献
9.
详细地叙述了国际空间大地测量技术服务组织ILRS(International Laser Ranging Service),IVS(International VLBI Service),IGS(International GNSS Service)和IDS(International DORIS Service)分别采用SLR(satellite laser ranging),VLBI(very long baseline interferometry),GPS(global positioning system)和DORIS(Doppler orbitography and radio-positioning intergrated by satellite)四种技术,并由多家分析中心的站坐标和地球定向参数的SINEX(solution in independent exchange format)周解(或24 h观测解)进行技术内综合解算的方法,包括技术内综合模型的建立、参考架基准约束问题和不同分析中心解的定权方法等主要内容,并对ILRS,IVS,IGS和IDS提供的技术内综合周(日)解的长期序列进行了站坐标和地球定向参数(earth orientation parameters,EOP)的精度评估,分析了地球参考架基准参数的长期特性。由地球参考架基准定义可知,SLR技术内SINEX综合解相对于ITRF2014的平移参数时间跨度最长,且没有明显的偏差或漂移;GPS技术的三个方向平移参数虽然弥散度最低,但是在X方向和Y方向存在长期的线性变化,在Z方向存在跳变;DORIS技术也有类似GPS技术的现象。这些结果说明ITRF2014选择SLR定义的地心作为参考架原点是有道理的。通过分析台站坐标精度可知,利用各种技术对核心站和非核心站进行区分非常重要,所分别得到的精度有明显的不同。由于GNSS(global navigation satellite system)台站多且分布广,因此地球定向参数的确定精度要高于其他三种技术。 相似文献
10.
基于ITRF2000的全球板块运动模型 总被引：3，自引：0，他引：3
利用最新国际地球自转服务 (IERS)发表的国际地球参考架ITRF2 0 0 0速度场 ,建立一个完全基于现代空间大地测量实测结果的现今全球板块运动模型ITRF2 0 0 0VEL。板块的总角动量 |L| =0 .12 7sr M·a-1,即ITRF2 0 0 0不满足无整体旋转的要求 ,与协议地球参考架CTRF定义不符 ,存在整体性旋转 相似文献
11.
Zhi-gen Yang Wen-yao Zhu C. K. Shum Feng-chun Shu 《Chinese Astronomy and Astrophysics》2002,26(4):303-502
The vertical deformation rates (VDRs) and horizontal deformation rates (HDRs) of Shanghai VLBI station in China and Kashima and Kashima34 VLBI stations in Japan were re-analysed using the baseline length change rates from Shanghai to 13 global VLBI stations, and from Kashima to 27 stations and from Kashima34 to 12 stations, based on the NASA VLBI global solution glb1123 (Ma, 1999). The velocity vectors of the global VLBI stations were referred to the ITRF97 reference frame, and the Eulerian vectors of different models of plate motion were used for comparative solutions. The VDR of Shanghai station is estimated to be −1.91±0.56 mm/yr, and those of Kashima and Kashima34 stations, −3.72±0.74mm/yr and −8.81±0.84mm/yr, respectively. The difference between the last two was verified by further analysis. Similar estimates were also made for the Kokee, Kauai and MK_VLBA VLBI stations in mid-Pacific. 相似文献
12.
利用VLBI数据确定"探测一号"卫星的轨道 总被引：5，自引：0，他引：5
双星计划的“探测一号”是中国首颗真正严格意义上的科学实验卫星,其运行轨道为中国迄今所发射的卫星中距地球最远,远地点地心距达7．8万公里．采用射电天文的VLBI技术可以对“探测一号”以及更远的深空目标,如探月飞行器实现跟踪．为了验证VLBI技术在我国探月计划中的作用,上海天文台组织了国内目前仅有的上海、乌鲁木齐和昆明3个台站对“探测一号”进行试跟踪,利用对“探测一号”约两天的VLBI观测数据,确定“探测一号”卫星的轨道,对VLBI的定轨能力做初步的探讨．按照测控部门提供的初轨 (其精度仅保证跟踪)推算的轨道与VLBI时延的拟合误差平均约2 km,时延率的拟合误差平均约15 cm／s．而利用VLBI数据定轨后的拟合程度相对于初轨有了很大的改善,结果表明,单独利用VLBI时延定轨,时延的拟合精度约5．5 m,作为外部检核的VLBI时延率的拟合精度在2 cm／s左右．单独利用VLBI时延率定轨,时延率的拟合精度约为1．3 cm／s,作为外部检核的VLBI时延的拟合精度约为29 m．而若将时延和时延率数据联合定轨,采用其内符精度加权,VLBI时延和时延率的残差分别为5．5 m和 2 cm／s．为了合理地评估VLBI定轨的真实精度,利用模拟数据进行误差协方差分析,结果表明VLBI定轨精度受动力学模型误差的影响较大,由于"探测一号”卫星的动力学模型难以精确确定,所以利用两天弧段的VLBI数据确定“探测一号”卫星轨道的位置误差为km量级,而速度误差可达cm／s量级．模拟计算还表明, VLBI和USB数据联合定轨可以大大提高定轨精度． 相似文献
13.
Constructing and maintaining a stable terrestrial reference frame(TRF) is one of the key objectives of fundamental astronomy and geodesy. The datum realization for all the global TRF versions,such as ITRF2014 and its predecessor ITRF2008, assumes linear time evolution for transformation parameters and then imposes some conditions on these Helmert transformation parameters. In this paper,we investigate a new approach, which is based on weekly estimation of station positions and Helmert transformation parameters from a combination of the solutions of four space-geodetic techniques, i.e.,Satellite Laser Ranging(SLR), Very Long Baseline Interferometry(VLBI), Global Positioning System(GPS) and Doppler Orbitography and Radiopositioning Integrated by Satellite(DORIS). For this study,an interval of one week is chosen because the arc length of the SLR solutions is seven days. The major advantage of this weekly estimated reference frame is that both the non-linear station motions and the non-linear origin motion are implicitly taken into account. In order to study the non-linear behavior of station motions and physical parameters, ITRF2008 is used as a reference. As for datum definition of weekly reference frame, on one hand SLR is the unique technique to realize the origin and determine the scale together with VLBI, and on the other hand the orientation is realized via no net rotation with respect to ITRF2005 on a subset of core stations. Given the fact that without enough collocations an inter-technique combined TRF could not exist, the selection and relative weight of local ties surveyed at co-location sites are critical issues. To get stable results, we first assume that, if there were no events such as equipment changes between the measurement epoch of the local tie and that of the spacegeodetic solution, the relative position between the two co-located stations should be invariant and this local tie could be used for computing the inter-technique combined reference frame in those weeks during the stable period of this tie. The resulting time series of both station positions and transformation parameters are studied in detail and are compared with ITRF2008. The residual station positions in the weekly combined reference frame are usually in the range of two millimeters without any periodic characteristic, but the residual station positions, when subtracting the regularized station position in ITRF2008, may reach a magnitude of a few centimeters and seem to have a significant annual signal.The physical parameter series between the weekly reference frame and ITRF2008 also show the obvious existence of an annual signal and reach a magnitude of one centimeter for origin motion and two parts per billion(ppb) for scale. 相似文献
14.
O. V. Bolotina A. N. Samoilenko S. L. Bolotin V. L. Kozel 《Kinematics and Physics of Celestial Bodies》2008,24(6):300-308
We analyze the local geodetic ties between the VLBI, LLR, and GPS reference points of the Simeiz-Katziveli collocation station. The conclusion about the instability of this geodynamic test area is confirmed. We conclude that regular, with a period of 1–2.5 years, redeterminations of the local geodetic ties at this collocation station are necessary. A linear model of the time variation in the estimates of the local geodetic ties is constructed for this test area. The estimates of the local geodetic ties are compared with the differences between the corresponding coordinates of the reference points specified in ITRF2000. We conclude that there are systematic errors in ITRF2000 related to an incorrect determination of the velocities for the reference points of the collocation station with identical DOMES numbers. We suggest assigning different DOMES numbers to the reference points of unstable geodynamic test areas. The estimates of the local geodetic ties are compared with the differences between the corresponding coordinates of the reference points obtained from individual VLBI, LLR, and GPS solutions. These were found to be in disagreement. 相似文献
15.
我国VLBI网包括上海佘山、乌鲁木齐和昆明 3个观测站 ,以及上海天文台研制的两台站相关处理机。上海佘山和乌鲁木齐站已升级成MK4制式和只使用薄磁带 ,而昆明站只能使用S2制式。因此 ,实现相关处理机对不同制式数据和薄磁带的兼容 ,是我国VLBI网顺利运行的关键。给出了多制式VLBI观测实验和相关处理的初步结果 ,总结了相关处理机升级后的处理能力 ,并对相关处理机的下一步发展作简单讨论 相似文献
16.
N. Capitaine P. M. Mathews V. Dehant P. T. Wallace S. B. Lambert 《Celestial Mechanics and Dynamical Astronomy》2009,103(2):179-190
In this paper, we discuss the fundamental aspects of the semi-analytical precession–nutation models that were adopted by IAU
Resolutions in 2000 and 2006. We show that no significant discrepancies appear between those models (Mathews et al., J Geophys
Res 107:B4, ETG 3-1–3-26, 2002, Capitaine et al., Astron Astrophys 412:567– 586, 2003) and other semi-analytical solutions
or the INPOP06 numerical integration (Fienga et al., Astron Astrophys 477:315–327, 2008), especially for the quadratic terms.
We also report on the most recent comparisons of the models with VLBI observations. We have employed different empirical models
to fit the residuals, in attempting to characterize the nature of the observed curvature. The efficiencies of those empirical
models are compared and their interpretations in terms of physical mechanisms are discussed. We show that a combination of
linear and 18.6-year corrections is the most credible model for explaining the currently observed residuals, but that a longer
span of observations is required before the true character of the effect can be determined. We note that the predictions from
the ERA-2005 theory (Krasinsky, Celest Mech Dyn Astron 96:169–217, 2006) have diverged from recent VLBI results and suggest
that the empirical nature of the ERA model is responsible. 相似文献
17.
The dominant source of error in VLBI phase-referencing is the troposphere at observing frequencies above 5 GHz. We compare the tropospheric zenith delays derived from VLBI and GPS data at VLBA stations collocated with GPS antennas. The systematic biases and standard deviations both are at the level of sub-centimeter. Based on this agreement, we suggest a new method of tropospheric correction in phase-referencing using combined VLBI and GPS data. 相似文献
18.
Bo Zhang Xing-Wu Zheng Jin-Ling Li Ye Xu 《天体物理学报》2008,8(1):127-132
The dominant source of error in VLBI phase-referencing is the troposphere at observing frequencies above 5 GHz. We compare the tropospheric zenith delays derived from VLBI and GPS data at VLBA stations collocated with GPS antennas. The systematic biases and standard deviations both are at the level of sub-centimeter. Based on this agreement, we suggest a new method of tropospheric correction in phase-referencing using combined VLBI and GPS data. 相似文献
19.
XIA Haibo 《中国科学院上海天文台年刊》2004,(1)
Daubechies小波可以表征为幂函数或e指数函数的形式 ,保持相关相位条纹的幅角不变。在VLBI观测信号相关处理过程中引入了小波分析方法 ,以探讨小波理论在VLBI技术中的应用特点。两个台站的VLBI观测信号经过时间补偿和干涉条纹旋转后 ,利用静态小波算法在线性空间中的保角变换特征可提取VLBI信号的干涉相位特征 ,并完整保留相位的时序关系。 相似文献