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1.
日本准天顶卫星系统（QZSS）卫星通过L波段实时播发高频全球卫星导航系统（GNSS）精密轨道和钟差产品,为GNSS导航用户提供实时精密单点定位（PPP）服务. 本文以JAXA MADOCA数据中心提供的1 s采样率GPS卫星钟差数据为研究对象,首先采用阿伦方差对卫星钟差的短期稳定性进行评估;然后分别采用一阶多项式、二阶多项式和灰色模型对高频钟差产品进行建模,在5 s,10 s和30 s的拟合窗口内预报后续10 s内钟差,并基于预报残差的均方根误差（RMS）评定不同类型GPS卫星钟差产品的短期预报精度. 基于2020年1月1日-21日连续21天的实时高频钟差统计分析结果表明,不同型号的GPS卫星钟差1 s,5 s和10 s的短期稳定性均能达到10-12量级;对比预报精度显示,10 s以内的拟合窗口采用最简单的一阶多项式最为稳定可靠,10 s延迟预报RMS精度可控制在0.1 ns以内;若采用30 s的拟合窗口,考虑钟差频漂特性的二阶多项式则更为稳定可靠,预报钟差的RMS精度能达到0.15 ns以内．由此可见,本文基于MADOCA-LEX钟差产品的实时预报精度可以满足厘米级PPP的需求． 相似文献
2.
IGS各分析中心提供的北斗精密轨道和精密钟差产品可能因采用不同的天线相位中心模型而存在一定差异，其对精密产品之间的比较以及利用精密产品评估北斗空间信号精度会产生一定影响。首先利用实测观测数据深入分析了采用不同天线相位中心改正模型对精密轨道和钟差的影响规律，在此基础上提出了顾及不同天线相位中心改正模型的北斗空间信号精度评估方法，以欧洲定轨中心、德国地学中心、武汉大学提供的精密轨道和钟差作为参考，对北斗广播轨道、广播钟差以及空间信号精度进行了分析和比较。结果表明，在考虑了卫星天线相位中心改正模型的差异之后，采用不同分析中心提供的北斗精密轨道和精密钟差作为基准评估出的空间信号精度基本一致，地球同步轨道卫星优于1.68 m，倾斜地球同步轨道卫星优于0.78 m，中地球轨道卫星优于0.66 m，验证了所提出的评估方法的正确性。 相似文献
3.
利用GPS精密单点定位进行时间传递精度分析 总被引：2，自引：0，他引：2
利用静态精密单点定位技术(PPP),分别采用IGS5min和30s间隔的精密卫星钟差产品进行单站时间传递实验。实验结果表明,无论是利用5min间隔的卫星钟差产品,还是利用30s间隔的卫星钟差产品,静态PPP都可以实现0.1～0.2ns的时间传递以及半天内稳定度达到1×10-15～2×10-15的频率传递。在短期内,相比于5min间隔的卫星钟差产品,利用30s间隔的卫星钟差产品能较明显地提高静态PPP钟差解所体现的频率稳定度,PPP钟差解的精度略有提高;在长期内,使用这两种钟差产品获得的PPP钟差解的精度及其所体现的频率稳定度相当。 相似文献
4.
提出了一种利用接收机钟差建模提升精密单点定位PPP收敛速度及精度的方法。传统PPP模型中通常将接收机钟差与位置同时作为参数逐历元估计。这种处理方法带来了两种参数之间的高度相关性,从而限制了PPP收敛速度及精度。利用Kalman滤波对接收机钟差进行建模,实验结果表明该方法建立的钟差模型更为准确,并降低了钟差与位置参数的相关性,PPP收敛速度加快了约67%;北方向和东方向精度分别提高了18%和22%,天顶方向精度提高了43%。 相似文献
5.
广播星历SSR改正的实时精密单点定位及精度分析 总被引：1，自引：0，他引：1
本文分析了利用广播星历和SSR改正信息获取实时精密星历和卫星钟差的方法,并对生成的实时产品进行了精度评估:利用IGS分析中心提供的实时NTRIP数据流SSR改正信息,基于广播星历改正RTPPP模型实现了实时静态和动态精密单点定位,并分别进行了精度分析。结果表明:将广播星历SSR改正获得的实时产品与IGS最终产品相比较,卫星轨道互差RMS值为4cm~7cm、卫星钟差互差RMS值优于0.3ns;实时静态PPP在观测时段6h以上的情况下,可实现水平方向2cm、高程方向4cm的定位精度,24h单天解的平面及高程方向精度均优于2cm;实时动态PPP的定位精度可达cm级,收敛至亚dm级精度的时间与事后PPP在不固定非差模糊度情况下所需的时间相当。 相似文献
6.
国际GNSS服务(IGS)提供的GPS综合产品被广泛应用于各种高精度科学研究中. 随着各国卫星导航系统的发展,亟需研究针对多系统全球卫星导航系统(GNSS)产品的综合策略. 由于卫星姿态与钟差相互耦合,综合钟差时额外考虑姿态改正将进一步提高综合产品精度,因此研究了一种顾及卫星姿态的GNSS钟差综合策略,改正姿态后GPS综合残差最大可减小80%. 对142个IGS测站进行精密单点定位(PPP)解算发现,综合产品比单个分析中心产品更加稳定,东(E)、北(N)、高(U)方向的动态定位精度最大可提升22.7%、16.7%和18.3%. 相对于未顾及姿态改正的综合产品,顾及姿态改正的综合产品的动态定位精度最大可提升65.3%. 相似文献
7.
针对常规实时精密单点定位(PPP)精度低、稳定性差的问题,该文采用附加基准站改正信息的精密单点定位算法,开展了基准站辅助的区域实时PPP应用研究.依托山东省卫星定位连续运行综合应用服务系统(SDCORS),采用IGU预报星历和钟差产品获取实时卫星轨道和钟差改正,探讨站间距、不同基准站、单/双基准站等对区域实时PPP的影响.实验结果表明,以事后PPP单天解坐标为参考,基准站辅助的流动站实时PPP坐标分量和点位平均精度均可达到厘米级水平;流动站实时PPP定位精度与站间距没有明显的相关性;基准站的选择对区域实时PPP结果略有影响,附加双基准站改正的PPP相比于单基准站改正PPP的结果更优,点位精度平均提升约8.6％. 相似文献
8.
实时钟差产品是高精度广域差分位置服务（亚米级、分米级、厘米级）的基础产品,通过研究BDS/GPS融合的ISB,研究了各类型接收机BDS GEO/IGSO/MEO ISB差异,提出了在BDS/GPS联合的实时钟差估计中引入3个ISB参数的函数模型,在此基础上基于非差法实现了BDS/GPS联合的实时钟差估计。采用MGEX和湖南CORS实时观测数据进行了实时钟差解算,利用iGMAS产品综合中心提供的事后精密钟差产品作为基准,对比分析了新方法与原有方法的实时钟差产品的精度差异。结果表明,该方法与原方法估计的GPS钟差精度相当,对BDS实时钟差精度改进显著,尤其对BDS IGSO/MEO卫星,改进幅度在20%以上,验证了算法的有效性。 相似文献
9.
《测绘科学技术学报》2018,(5)
IGS的多GNSS实验项目MGEX(Multi-GNSS Experiment)提供的精密钟差产品广泛应用于高精度导航定位领域。本文研究了卫星钟差精度评估的方法,以IGS最终钟差作为GPS卫星基准,以北斗星地双向时间频率传递钟差作为北斗卫星基准,对GFZ、CODE和WHU这3个分析中心的MGEX钟差产品精度进行了分析。研究结果表明:MGEX实验的GPS最终钟差RMS优于0.30 ns;超快速钟差实测部分RMS优于0.16 ns;24 h预报误差RMS优于3.5 ns。各分析中心北斗GEO卫星最终钟差互差RMS为0.75 ns;IGSO卫星为2.27～3.8 ns;MEO卫星为0.6～1.2 ns。北斗星地双向时间频率传递检核GEO卫星最终钟差RMS为2.6～2.7 ns;IGSO和MEO卫星为1～1.5 ns。北斗卫星超快速钟差实测部分RMS优于1 ns;24 h预报误差RMS为7～9 ns。 相似文献
10.
实时钟差产品是高精度广域差分位置服务(亚米级、分米级、厘米级)的基础产品,本文针对BDS/GPS轨道精度差异,设计了一种顾及轨道精度差异观测权函数,优化了实时钟差估计的随机模型,在此基础上基于非差法实现了BDS/GPS联合的实时钟差估计。采用MGEX和iGMAS跟踪站的实时观测数据进行实时钟差解算,并与iGMAS产品综合中心提供的事后精密钟差产品进行了比较分析。结果表明:基于该方法估计的钟差精度对单GPS、单BDS和BDS/GPS融合都有提高,其中BDS钟差精度整体较GPS更为显著,提高幅度约12.8%,其中IGSO/MEO更为突出,提高幅度约20%,验证了方法的有效性。 相似文献
11.
Weixing Zhang Yidong Lou Shengfeng Gu Chuang Shi Jennifer S. Haase Jingnan Liu 《GPS Solutions》2016,20(4):665-676
We present the joint estimation model for Global Positioning System/BeiDou Navigation Satellite System (GPS/BDS) real-time clocks and present the initial satellite clock solutions determined from 106 stations of the international GNSS service multi-GNSS experiment and the BeiDou experimental tracking stations networks for 1 month in December, 2012. The model is shown to be efficient enough to have no practical computational limit for producing 1-Hz clock updates for real-time applications. The estimated clocks were assessed through the comparison with final clock products and the analysis of post-fit residuals. Using the estimated clocks and corresponding orbit products (GPS ultra-rapid-predicted and BDS final orbits), the root-mean-square (RMS) values of coordinate differences from ground truth values are around 1 and 2–3 cm for GPS-only and BDS-only daily mean static precise point positioning (PPP) solutions, respectively. Accuracy of GPS/BDS combined static PPP solutions falls in between that of GPS-only and BDS-only PPP results, with RMS values approximately 1–2 cm in all three components. For static sites, processed in the kinematic PPP mode, the daily RMS values are normally within 4 and 6 cm after convergence for GPS-only and BDS-only results, respectively. In contrast, the combined GPS/BDS kinematic PPP solutions show higher accuracy and shorter convergence time. Additionally, the BDS-only kinematic PPP solutions using clock products derived from the proposed joint estimation model were superior compared to those computed using the single-system estimation model. 相似文献
12.
A combination of GPS and GLONASS observations can offer improved reliability, availability and accuracy for precise point positioning (PPP). We present and analyze a combined GPS/GLONASS PPP model, including both functional and stochastic components. Numerical comparison and analysis are conducted with respect to PPP based on only GPS or GLONASS observations to demonstrate the benefits of the combined GPS/GLONASS PPP. The observation residuals are analyzed for more appropriate stochastic modeling for observations from different navigation systems. An analysis is also made using different precise orbit and clock products. The performance of the combined GPS/GLONASS PPP is assessed using both static and kinematic data. The results indicate that the convergence time can be significantly reduced with the addition of GLONASS data. The positioning accuracy, however, is not significantly improved by adding GLONASS data if there is a sufficient number of GPS satellites with good geometry. 相似文献
13.
Both static and kinematic testings are investigated by using IGS 5min, 30s and 5s-interval precise satellite clock products
in precise point positioning (PPP) solution. Test results show that the sampling rate of IGS satellite clock has very little
effect on the static PPP solution. All the three types of sampling intervals of precise satellite clock can satisfy mm-cm
level of positioning accuracy; higher sampling rate has no significant improvement for PPP solution. However, sampling rate
of satellite clock has a significant impact on the PPP solution in kinematic PPP. The higher the interval of satellite clock,
the better the accuracy achieved. The accuracy of kinematic PPP achieved by using 30s-interval precise satellite clock is
improved by nearly 30–50 percent with respect to the solution by using 5min-interval precise satellite clock, but using 5s
and 30s-interval satellite clock can almost produce the same accuracy of kinematic solution. Moreover, the use of precise
satellite clock products from different analysis centers may also produce more or less effect on the PPP solution. 相似文献
14.
北斗三号卫星导航系统（BeiDou-3 navigation satellite system,BDS-3）精密单点定位（precise point positioning,PPP）-B2b信号为中国及周边地区提供实时PPP(real-time PPP,RTPPP)服务,为了推广PPP-B2b信号的应用,需要对其服务性能进行评估。根据全球连续监测评估系统(international GNSS monitoring and assessment system, iGMAS）在中国的测站2020年9月的观测数据,评估了基于PPP-B2b信号的北斗卫星导航系统的轨道和钟差精度;分析了使用BDS-3PPP-B2b产品的B1I+B3I、B1c+B2a信号组合的定位精度以及北（north,N）方向、东（east,E）方向、天（up,U）方向收敛情况。结果显示:BDS轨道产品径向精度均值为0.1 m,切向精度均值为0.31 m,法向精度均值为0.3 m;钟差精度均方根的均值为2.26 ns,标准差的均值为0.08 ns。关于PPP收敛时间情况,在N、E、U 3个方向上,使用德国地学中心多系统快速产品... 相似文献
15.
Both static and kinematic testings are investigated by using IGS 5min, 30s and 5s-interval precise satellite clock products in precise point positioning (PPP) solution. Test results show that the sampling rate of IGS satellite clock has very little effect on the static PPP solution. All the three types of sampling intervals of precise satellite clock can satisfy mm-cm level of positioning accuracy; higher sampling rate has no significant improvement for PPP solution. However, sampling rate of satellite clock has a significant impact on the PPP solution in kinematic PPP. The higher the interval of satellite clock, the better the accuracy achieved. The accuracy of kinematic PPP achieved by using 30s-interval precise satellite clock is improved by nearly 30–50 percent with respect to the solution by using 5min-interval precise satellite clock, but using 5s and 30s-interval satellite clock can almost produce the same accuracy of kinematic solution. Moreover, the use of precise satellite clock products from different analysis centers may also produce more or less effect on the PPP solution. 相似文献
16.
随着GPS卫星轨道、钟差及各种误差修正模型的不断精化,静态精密单点定位(PPP)定位精度达到mm级,进行电离层延迟高阶项较小量级的误差改正研究,对改进PPP数据处理策略具有重要的参考价值。本文利用分布在不同地理纬度的5个IGS跟踪站3天的观测数据,对比分析了电离层延迟二阶项、三阶项对GPS观测值精度及静态PPP定位精度的影响。分析结果表明,电离层延迟二阶项、三阶项对GPS观测值精度的影响分别为cm级和mm级,对低纬度地区PPP定位精度的影响大于3 mm,但对中高纬度的测站观测值、定位精度的影响比低纬度地区小很多。 相似文献
17.
北斗三号卫星导航系统（BeiDou-3 navigation satellite system,BDS-3）全球组网工作全面建成,标志着BDS-3迈入全球定位、导航和授时服务的新时代。为了全面比较BDS-3系统与其余全球导航卫星系统（global navigation satellite system,GNSS）非组合精密单点定位（precise point positioning,PPP）性能,重点分析不同分析中心BDS-3精密轨道和钟差产品的一致性、BDS-3/GNSS卫星可用性、BDS-3/GNSS单系统及多系统融合PPP定位性能。结果表明,基于5个分析中心的精密轨道和钟差产品,BDS-3静态PPP三维均方根误差约为2.31~4.00 cm,其单系统收敛时间明显慢于其余GNSS系统,GPS系统的加入对BDS-3/GNSS双系统融合PPP改善效果最为明显,且四系统融合能够有效地缩短收敛时间,并提高动态PPP定位精度。随着BDS-3系统的发展以及轨道和钟差产品的进一步完善,BDS-3同样具备其余GNSS系统提供优质导航定位服务的潜力。 相似文献
18.
Weiwei Song Wenting Yi Yidong Lou Chuang Shi Yibin Yao Yanyan Liu Yong Mao Yu Xiang 《GPS Solutions》2014,18(3):323-333
GLONASS carrier phase and pseudorange observations suffer from inter-channel biases (ICBs) because of frequency division multiple access (FDMA). Therefore, we analyze the effect of GLONASS pseudorange inter-channel biases on the GLONASS clock corrections. Different Analysis Centers (AC) eliminate the impact of GLONASS pseudorange ICBs in different ways. This leads to significant differences in the satellite and AC-specific offsets in the GLONASS clock corrections. Satellite and AC-specific offset differences are strongly correlated with frequency. Furthermore, the GLONASS pseudorange ICBs also leads to day-boundary jumps in the GLONASS clock corrections for the same analysis center between adjacent days. This in turn will influence the accuracy of the combined GPS/GLONASS precise point positioning (PPP) at the day-boundary. To solve these problems, a GNSS clock correction combination method based on the Kalman filter is proposed. During the combination, the AC-specific offsets and the satellite and AC-specific offsets can be estimated. The test results show the feasibility and effectiveness of the proposed clock combination method. The combined clock corrections can effectively weaken the influence of clock day-boundary jumps on combined GPS/GLONASS kinematic PPP. Furthermore, these combined clock corrections can improve the accuracy of the combined GPS/GLONASS static PPP single-day solutions when compared to the accuracy of each analysis center alone. 相似文献
19.
GNSS区域参考站网可为大范围PPP和RTK终端用户提供快速精密定位服务,然而不同技术体制下的误差影响因素及服务模式不同,服务端数据处理方法及终端定位性能也会有所差异。本文在实现参考站非差模糊度固定的基础上,给出了基于区域参考站网的PPP及RTK一体化服务方法,并对两种技术体制的终端定位效果进行了全面评估。采用西北某省站间距约100 km的CORS站网数据进行试验分析,结果表明,采用区域参考站网解算的整数钟/UPD产品进行PPP固定解动态定位时精度较高,水平方向RMS可达0.5 cm,区域大气改正数可以显著提升定位终端的初始化速度,对于PPP和RTK,60.0%和87.7%的时段单历元即可得到固定解。需要注意的是,基于VRS模式的RTK定位等价于大气强约束,在大气建模精度较差时定位精度会显著下降,而采用虚拟大气约束的PPP-RTK定位精度几乎不受影响。 相似文献
20.
Maintaining real-time precise point positioning during outages of orbit and clock corrections 总被引：1，自引：1，他引：0
The precise point positioning (PPP) is a popular positioning technique that is dependent on the use of precise orbits and clock corrections. One serious problem for real-time PPP applications such as natural hazard early warning systems and hydrographic surveying is when a sudden communication break takes place resulting in a discontinuity in receiving these orbit and clock corrections for a period that may extend from a few minutes to hours. A method is presented to maintain real-time PPP with 3D accuracy less than a decimeter when such a break takes place. We focus on the open-access International GNSS Service (IGS) real-time service (RTS) products and propose predicting the precise orbit and clock corrections as time series. For a short corrections outage of a few minutes, we predict the IGS-RTS orbits using a high-order polynomial, and for longer outages up to 3 h, the most recent IGS ultra-rapid orbits are used. The IGS-RTS clock corrections are predicted using a second-order polynomial and sinusoidal terms. The model parameters are estimated sequentially using a sliding time window such that they are available when needed. The prediction model of the clock correction is built based on the analysis of their properties, including their temporal behavior and stability. Evaluation of the proposed method in static and kinematic testing shows that positioning precision of less than 10 cm can be maintained for up to 2 h after the break. When PPP re-initialization is needed during the break, the solution convergence time increases; however, positioning precision remains less than a decimeter after convergence. 相似文献