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1.
当太阳相对于卫星轨道面的高度角较小时,北斗导航卫星将不会跟踪太阳位置,卫星姿态发生异常复杂的变化后一段时间内处于零偏模式。在此期间采用名义姿态将影响卫星天线相位中心偏差、相位缠绕等误差计算,进而使精密单点定位(PPP)参数估计和天顶对流层延迟估计出现偏差。研究表明,在北斗导航卫星处于零偏期间,采用名义姿态计算的相位缠绕、天线相位中心偏差中存在超过15cm的误差。在此期间的北斗卫星采用零偏姿态改正相位缠绕等误差,与采用名义姿态相比,动态PPP位置参数N、E、U的估计精度可以提高53.2%、54.2%、39.3%,静态PPP位置参数N、E、U的估计精度可以提高61.0%、72.3%、58.4%,天顶对流层延迟估计精度提高33.0%。  相似文献   

2.
针对目前多数低轨道地球卫星(LEO)设计处于初步论证阶段,LEO轨道无法精确获取,轨道误差难以准确表述的问题,提出了一种傅里叶级数拟合LEO轨道误差下的BDS/GPS/LEO 精密单点定位(PPP)分析方法. 该方法根据LEO精密定轨后的轨道误差呈现准周期正弦特性,利用傅里叶级数拟合LEO轨道误差,并仿真生成LEO观测数据和星历产品,分析了LEO轨道误差对BDS/GPS/LEO PPP精度与收敛时间影响. 仿真结果表明:BDS/GPS/LEO PPP定位误差随着LEO轨道误差的增加而逐渐增大,但与测站纬度和LEO星座构型无明显关联. 且为保证全球区域BDS/GPS/LEO PPP收敛时间均短于BDS/GPS PPP收敛时间,引入6×10、12×10、18×10 LEO星座后,其LEO轨道误差均方根(RMS)应小于5 cm、11 cm、12 cm.   相似文献   

3.
星蚀期北斗卫星轨道性能分析——SLR检核结果   总被引:1,自引:0,他引:1  
星蚀期北斗卫星的轨道性能是北斗卫星导航系统性能分析的重要部分。了解北斗卫星导航系统星历中星蚀期轨道的精度,不仅可为系统服务性能评估提供支持,还有助于了解星蚀期精密定轨中相关模型可能存在的问题,进而为精密定轨函数模型改进提供参考。本文基于2014年1月至2015年7月的卫星激光测距资料,重点分析了星蚀期对北斗不同类型卫星轨道的影响,同时也对北斗广播星历和精密星历中整体轨道径向精度进行检核。结果表明:星蚀期内(尤其是偏航机动期间),IGSO/MEO卫星的广播星历和精密星历轨道均存在明显的精度下降;广播星历轨道径向误差达1.5~2.0m,精密星历轨道径向误差超过10.0cm。但仅从轨道径向残差序列中难以发现星蚀期对GEO卫星轨道是否有显著影响。非星蚀期间,IGSO/MEO卫星和GEO卫星的广播星历轨道径向精度分别优于0.5 m和0.9 m。IGSO/MEO卫星的精密星历轨道径向精度优于10.0cm,GEO卫星的轨道径向精度约50.0cm,且存在40.0cm左右的系统性偏差。  相似文献   

4.
实现低轨导航增强的关键前提是实现低轨星座的整网时间同步,本文针对低轨导航增强系统,提出了一种基于实时精密单点定位(RT-PPP)的低轨卫星高精度时间同步方法,以解决低轨星座实时高精度时间同步的问题. 本文分析了在处理过程中存在的各类误差,介绍了低轨卫星采用状态空间(SSR)改正信息通过精密单点定位(PPP)实现实时高精度时间同步方法的处理流程,将此方法应用于气象、电离层与气候星座观测系统(COSMIC)卫星实测数据的处理,并将该方法与采用广播星历伪距的方法以及事后精密星历的方法进行了比较分析. 结果表明:采用SSR改正信息PPP的方式对2颗COSMIC卫星进行GPS双频观测值的解算,得到的轨道误差的标准差在分米级,钟差误差标准差分别在2.4 ns和2.3 ns左右,可以达到纳秒级. 通过对不同方法解算的结果进行比较可以看出,采用SSR改正信息PPP的方法明显优于采用广播星历伪距方法的解算精度,且与事后精密星历PPP的方法解算精度相当.   相似文献   

5.
针对系统地评估我国北斗卫星导航系统广播星历精度与保障实时导航定位服务的需求,对BDS广播星历提供的卫星轨道、钟差以及用户测距误差(URE)的精度性能进行分析,统计了2015年连续4周全部BDS在轨健康卫星的广播星历各项精度指标值。分析结果表明:BDS的MEO和IGSO卫星轨道精度优于GEO卫星结果,且径向精度优于法向和切向精度;BDS搭载的国产星载铷钟卫星钟差序列相对比较稳定,其均方根误差优于4ns;GEO/IGSO卫星的用户距离误差(URE)在6m以内,MEO的URE优于20m。研究结果对北斗系统的建设、后期的发展和用户市场的拓展,都具有重要的参考价值。  相似文献   

6.
全球导航卫星系统(GNSS)参考网多用于估计卫星轨道/钟差、监测地表形变和速度场、确定精密地球自转参数等方面。相关数据处理模式包括:双差基线解(DD)和非差精密单点定位(PPP)等。本文首先从GNSS基本观测方程出发,通过选取两组基准参数,导出了上述两模式下的列满秩观测方程,然后分析了它们的不足,例如:相位偏差在DD模式中吸收了钟差,丧失了时不变特性;模糊度在PPP模式中吸收了相位偏差,失去了整数性。基于上述分析,本文提出了一种新的参考网数据处理方案,以充分融合DD和PPP模式的优势。它的关键策略是精选基准参数,以达到消秩亏的目的,具体优点体现在:相位偏差独立可估,若合理约束为时不变参数,可充分减少参数个数,提高网解精度;待估模糊度具备整周特性,经由模糊度固定,可改善网解可靠性。  相似文献   

7.
This paper is aimed at investigating the stability of point positions over time in support of applications that require high position stability when differential GPS is not feasible. One such application is the use of a P3-Orion aircraft offshore for magnetic measurement in support of submarine detection. Temporal changes in several GPS errors lead to variability in the computed positions, so it is not the absolute errors, but rather their temporal variations that are of importance. Furthermore, the temporal variability of the different error sources may dictate a certain algorithm approach and processing strategy. This paper analyzes the temporal variations of the broadcast satellite clock model and orbit parameters, as well as ionospheric errors, because these will typically be the dominant errors for real-time point positioning. These three errors are analyzed independently. A tropospheric correction is applied when computing all of the position results, so the tropospheric error itself is not investigated. Satellite clock and orbit errors are analyzed by comparing broadcast and precise post-mission SV clock corrections and orbits. For the ionosphere, the effect is separated using dual-frequency data. The analysis comprises primarily of assessing error behaviors and magnitudes through time and frequency analyses. In this way, the differences in variability of the errors are easily determined. The effect of each error in the position domain is also investigated in addition to the combined effect. Results show that, on a typical day when single frequency data are processed with broadcast orbit and clock data, the root mean square (RMS) of the changes in the position errors over a 50-s interval is about 5.8 cm in northing, 4.0 in easting, and 11.0 cm in height. When using precise orbits and clocks, in addition to dual frequency data, these values improve by 46–56% to 2.7 cm in northing, 2.2 cm in easting, and 4.9 cm in height. Under severe ionospheric activity, the RMS of the errors decrease from 8.1 to 3.3 cm in northing, 5.7 to 2.6 cm in easting, and 17.0 to 4.9 cm in height, which are improvements of 54–71%. Electronic Publication  相似文献   

8.
施闯  辜声峰  楼益栋  郑福  宋伟  张东  毛飞宇 《测绘学报》2022,51(7):1206-1214
广域实时精密定位与时间服务已成为GNSS应用领域研究热点,目前国内外学者围绕其模型算法已展开大量的研究。本文重点论述广域实时精密定位与时间服务数据的处理方法和服务系统,给出了基于不同基准约束的卫星钟差解算数学模型,提出通过引入外接原子钟测站、标准时间源(UTC/BDT)等不同时间基准,构建卫星拟稳基准、外接原子钟跟踪站拟稳基准及标准时间源等约束下的钟差解算模型,分析了时间基准对精密单点定位和精密单点授时的影响。本文采用实时卫星轨道、钟差、相位偏差、电离层延迟等服务产品及跟踪站实时数据,验证了系统产品可靠性及终端定位与时间服务性能。实测结果表明:GPS轨道径向精度1.8 cm,钟差STD精度约0.05 ns;BDS-3轨道径向精度6.7 cm,钟差STD精度优于0.1 ns;GPS和BDS-2电离层改正精度分别为0.74 TECU与1.03 TECU。基于该产品实现了用户端PPP、PPP-RTK及PPT、PPT-RTK服务,满足了用户实时厘米级定位和优于0.5 ns的单站时间传递服务,当采用GPS+BDS-2 PPP-RTK解算时,平面收敛至5 cm约需要12 min。  相似文献   

9.
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   

10.
卫星钟差的难预测性是影响实时高精度定位的重要因素之一。为快速获得高精度位置或对流层等信息,在非差观测模型的基础上,本文提出了一种延迟量约1 h的近实时钟差估计策略,该策略主要包含超快速轨道解算和钟差估计两部分。经验证,预报部分第2~5 h的GPS轨道三维平均精度为3.85 cm,BDS GEO和IGSO+MEO轨道三维平均精度分别为81.4和21.74 cm。基于超快速轨道可获得近实时钟差精度GPS为0.054 ns,BDS为0.12 ns。最后通过BDS+GPS静态PPP试验验证了轨道和钟差的可用性。  相似文献   

11.
Kinematic positions of Low Earth Orbiters based on GPS tracking are frequently used as pseudo-observations for single satellite gravity field determination. Unfortunately, the accuracy of the satellite trajectory is partly limited because the receiver synchronization error has to be estimated along with the kinematic coordinates at every observation epoch. We review the requirements for GPS receiver clock modeling in Precise Point Positioning (PPP) and analyze its impact on kinematic orbit determination for the two satellites of the Gravity Recovery and Climate Experiment (GRACE) mission using both simulated and real data. We demonstrate that a piecewise linear parameterization can be used to model the ultra-stable oscillators that drive the GPS receivers on board of the GRACE satellites. Using such a continuous clock model allows position estimation even if the number of usable GPS satellites drops to three and improves the robustness of the solution with respect to outliers. Furthermore, simulations indicate a potential accuracy improvement of the satellite trajectory of at least 40 % in the radial direction and up to 7 % in the along-track and cross-track directions when a 60-s piecewise linear clock model is estimated instead of epoch-wise independent receiver clock offsets. For PPP with real GRACE data, the accuracy evaluation is hampered by the lack of a reference orbit of significantly higher accuracy. However, comparisons with a smooth reduced-dynamic orbit indicate a significant reduction of the high-frequency noise in the radial component of the kinematic orbit.  相似文献   

12.
基于区域参考站网的网络实时动态定位(real-time kinematic,RTK)方法是实现全球定位系统(global positioning system,GPS)、北斗卫星导航系统(BeiDou satellite navigation system,BDS)高精度定位的主要手段。研究了一种长距离GPS/BDS双系统网络RTK方法,首先采用长距离参考站网GPS/BDS多频观测数据确定宽巷整周模糊度,利用引入大气误差参数的参数估计模型解算GPS/BDS双差载波相位整周模糊度;然后按照长距离参考站网观测误差特性的不同,分类处理参考站观测误差,利用误差内插法计算流动站观测误差,以改正流动站GPS/BDS双系统载波相位观测值的观测误差;最后使用流动站多频载波相位整周模糊度解算方法确定GPS/BDS载波相位整周模糊度并解算位置参数。使用长距离连续运行参考站(continuously operating reference stations,CORS)网的实测数据进行实验,结果表明,该方法能够利用长距离GPS/BDS参考站网实现流动站的厘米级定位。  相似文献   

13.
Single receiver phase ambiguity resolution with GPS data   总被引:26,自引:12,他引:14  
Global positioning system (GPS) data processing algorithms typically improve positioning solution accuracy by fixing double-differenced phase bias ambiguities to integer values. These “double-difference ambiguity resolution” methods usually invoke linear combinations of GPS carrier phase bias estimates from pairs of transmitters and pairs of receivers, and traditionally require simultaneous measurements from at least two receivers. However, many GPS users point position a single local receiver, based on publicly available solutions for GPS orbits and clocks. These users cannot form double differences. We present an ambiguity resolution algorithm that improves solution accuracy for single receiver point-positioning users. The algorithm processes dual- frequency GPS data from a single receiver together with wide-lane and phase bias estimates from the global network of GPS receivers that were used to generate the orbit and clock solutions for the GPS satellites. We constrain (rather than fix) linear combinations of local phase biases to improve compatibility with global phase bias estimates. For this precise point positioning, no other receiver data are required. When tested, our algorithm significantly improved repeatability of daily estimates of ground receiver positions, most notably in the east component by approximately 30% with respect to the nominal case wherein the carrier biases are estimated as real values. In this “static” test for terrestrial receiver positions, we achieved daily repeatability of 1.9, 2.1 and 6.0 mm in the east, north and vertical (ENV) components, respectively. For kinematic solutions, ENV repeatability is 7.7, 8.4, and 11.7 mm, respectively, representing improvements of 22, 8, and 14% with respect to the nominal. Results from precise orbit determination of the twin GRACE satellites demonstrated that the inter-satellite baseline accuracy improved by a factor of three, from 6 to 2 mm up to a long-term bias. Jason-2/Ocean Surface Topography Mission precise orbit determination tests results implied radial orbit accuracy significantly below the 10 mm level. Stability of time transfer, in low-Earth orbit, improved from 40 to 7 ps. We produced these results by applying this algorithm within the Jet Propulsion Laboratory’s (JPL’s) GIPSY/OASIS software package and using JPL’s orbit and clock products for the GPS constellation. These products now include a record of the wide-lane and phase bias estimates from the underlying global network of GPS stations. This implies that all GIPSY–OASIS positioning users can now benefit from this capability to perform single-receiver ambiguity resolution.  相似文献   

14.
Within the International VLBI Service for Geodesy and Astrometry (IVS) Monte Carlo simulations have been carried out to design the next generation VLBI system (“VLBI2010”). Simulated VLBI observables were generated taking into account the three most important stochastic error sources in VLBI, i.e. wet troposphere delay, station clock, and measurement error. Based on realistic physical properties of the troposphere and clocks we ran simulations to investigate the influence of the troposphere on VLBI analyses, and to gain information about the role of clock performance and measurement errors of the receiving system in the process of reaching VLBI2010’s goal of mm position accuracy on a global scale. Our simulations confirm that the wet troposphere delay is the most important of these three error sources. We did not observe significant improvement of geodetic parameters if the clocks were simulated with an Allan standard deviation better than 1 × 10−14 at 50 min and found the impact of measurement errors to be relatively small compared with the impact of the troposphere. Along with simulations to test different network sizes, scheduling strategies, and antenna slew rates these studies were used as a basis for the definition and specification of VLBI2010 antennas and recording system and might also be an example for other space geodetic techniques.  相似文献   

15.
为了及时评估北斗三号全球卫星导航系统(BDS-3)广播星历的精度,本文基于2018年3月10—22日和2019年7月2—14日的BDS-2、BDS-3广播星历,以及武汉大学发布的精密星历数据,从北斗卫星的星历误差、轨道误差和空间信号测距精度(SISRE)3个方面进行了全面比较与分析。结果表明:BDS-3的广播星历星历误差的RMSE基本优于1.5 m,BDS-2的GEO、IGSO和MEO卫星的广播卫星星历误差的RMSE分别为3.0、3.0、2.0 m;BDS-3的轨道误差RMSE基本优于1.0 m,其中径向R方向的精度高于切向T和法线N方向,分别为0.1、1.0、0.5 m,BDS-2在R、T、N 3个方向上的精度分别为1、3、3 m;BDS-3广播星历SISRE的RMSE基本优于0.25 m,BDS-2的GEO、IGSO和MEO卫星的SISRE分别优于0.5、2.0、0.5 m。本文的结果整体上反映出BDS-3信号稳定且精度逐渐提升。  相似文献   

16.
为了对多个全球导航卫星系统(global navigation satellite system, GNSS)当前的广播星历精度进行一个全面的分析,对比了2014—2018年共5 a的GNSS广播星历与精密星历,并对全球定位系统(global positioning system, GPS)、格洛纳斯卫星导航系统(global navigation satellite system, GLONASS)、伽利略卫星导航系统(Galileo satellite navigation system, Galileo)、北斗卫星导航系统(BeiDou navigation satellite system, BDS)、准天顶卫星系统(quasi-zenith satellite system, QZSS)等5个系统的广播星历长期精度变化进行了分析。结果表明:5 a中GPS的广播星历轨道及钟差精度最稳定;GLONASS的广播星历轨道精度稳定性较好,但其钟差精度存在较大的离散度;Galileo得益于具备全面运行能力(full operational capability, FOC)卫星的大量发射及运行,其广播星历轨道、钟差精度大幅度变好,切向轨道、法向轨道与钟差精度已赶超GPS;BDS的广播星历轨道精度离散度较大,钟差精度出现不稳定现象;QZSS的广播星历轨道与钟差精度的稳定性与离散度相对最差。以2018年1 a的广播星历与精密星历为例分析了各个系统当前的广播星历精度,结果表明,当前GPS、GLONASS、Galileo、BDS、QZSS的考虑轨道误差与钟差误差贡献的空间信号测距误差(signal-in-space ranging error,SISRE)分别为0.806 m、2.704 m、0.320 m、1.457 m、1.645 m,表明Galileo广播星历整体精度最高,GPS次之,其次分别是BDS、QZSS和GLONASS。只考虑轨道误差贡献的SISRE分别为0.167 m、0.541 m、0.229 m、0.804 m、0.675 m,表明GPS广播星历轨道精度最高,其次分别是Galileo、GLONASS、QZSS和BDS。GPS卫星广播星历中新型号卫星的钟差精度总体要优于旧型号卫星。  相似文献   

17.
Integer ambiguity resolution in precise point positioning: method comparison   总被引:24,自引:10,他引:14  
Integer ambiguity resolution at a single receiver can be implemented by applying improved satellite products where the fractional-cycle biases (FCBs) have been separated from the integer ambiguities in a network solution. One method to achieve these products is to estimate the FCBs by averaging the fractional parts of the float ambiguity estimates, and the other is to estimate the integer-recovery clocks by fixing the undifferenced ambiguities to integers in advance. In this paper, we theoretically prove the equivalence of the ambiguity-fixed position estimates derived from these two methods by assuming that the FCBs are hardware-dependent and only they are assimilated into the clocks and ambiguities. To verify this equivalence, we implement both methods in the Position and Navigation Data Analyst software to process 1 year of GPS data from a global network of about 350 stations. The mean biases between all daily position estimates derived from these two methods are only 0.2, 0.1 and 0.0 mm, whereas the standard deviations of all position differences are only 1.3, 0.8 and 2.0 mm for the East, North and Up components, respectively. Moreover, the differences of the position repeatabilities are below 0.2 mm on average for all three components. The RMS of the position estimates minus those from the International GNSS Service weekly solutions for the former method differs by below 0.1 mm on average for each component from that for the latter method. Therefore, considering the recognized millimeter-level precision of current GPS-derived daily positions, these statistics empirically demonstrate the theoretical equivalence of the ambiguity-fixed position estimates derived from these two methods. In practice, we note that the former method is compatible with current official clock-generation methods, whereas the latter method is not, but can potentially lead to slightly better positioning quality.  相似文献   

18.
EOP预报误差对导航卫星轨道预报的影响分析   总被引:1,自引:0,他引:1  
导航卫星轨道预报是利用精密定轨结果在惯性系下进行轨道外推,再将外推得到的惯性系轨道转换为地固系轨道,然后生成卫星星历数据。由于坐标系转换时使用的是带有误差的地球定向参数(EOP:Earth Orientation Parameters)预报值,转换结果会产生误差,进而影响轨道预报结果的精度。分析了EOP快速预报产品公报A的预报精度,研究了参数预报误差对轨道预报精度的影响。结果表明,对于利用GPS精密星历外推模拟得到的卫星轨道而言,EOP预报1天引起的轨道预报误差大致分布在0.232±0.183m,参数预报7天引起的轨道预报误差大致分布在0.438±0.356m。  相似文献   

19.
由于要获取PPP需要的精密钟差文件至少有2d的时间延迟,因此通过提取IGS当天发布的超快星历中的卫星钟差数据,并对钟差数据进行插值,将插值结果做成标准格式钟差数据文件应用到PPP中,可以将精密单点定位的实时性提高为3~9h。基于Bernese软件,采用生成的钟差文件以及当天的超快星历文件对大量实测数据进行PPP。结果表明,对于4h的观测数据,该方法解算精度达到厘米级;当观测时间大于6h时,解算精度基本能够稳定在1~5cm。  相似文献   

20.
随着IGS实时服务的推广,实时轨道、钟差产品可用于实时PPP;然而,在一些通讯条件差的地方,如偏远山区和广袤的海洋,差分信号的播发与接收仍然是实时PPP的障碍。文中提出一种基于单个GPS/BDS信标台的实时PPP定位方法:基站采用广播星历和无电离层伪距、相位观测值,实时估计耦合轨道、钟误差;单向通讯的方式播发给用户端,减小通讯量,提高用户端的定位性能。经过分别距参考站约200km和300km的流动站进行验证,通过约10~12min收敛,GPS/BDS组合可得到水平优于20cm的定位精度。本案验证了采用广播星历进行实时PPP的可行性,为海洋和偏远地区提供一种高精度定位方法。  相似文献   

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