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1.
我国GPS跟踪站数据处理与时间序列特征分析   总被引:1,自引:0,他引:1  
应用国内GPS跟踪站7a的观测数据,分析研究跟踪站坐标位置变化规律,并给出了站坐标和速度场精度的统计分析结果,同时介绍了国内GPS基准站的数据处理方法。通过对时间序列进行分析研究表明,GPS基准站的时间序列具有一定的周期性,高程分量的周期性最为明显,并且时间序列的时频特性表现出明显的区域性。  相似文献   

2.
分析了基准站站址偏差对差分GPS数据精度的影响,并通过对静态测试数据和机载GPS数据的差分处理,得出了基准站站址偏差对差分GPS数据精度的影响程度及规律,最后给出了该坐标修正方法的具体应用。  相似文献   

3.
中国大陆GPS基准站的时间序列特征   总被引:1,自引:0,他引:1  
利用1999年3月至2002年3月期间“中国地壳运动观测网络”25个GPS基准站与周边国家IGS站的观测资料,进行了时间序列分析研究,并对提高GPS基准站的观测精度进行了探讨。结果表明,GPS基准站的时间序列具有一定的周期性,高程分量的周期性最为明显,GPS点位高程时间序列拟舍曲线的波峰和波谷出现的时间表现为区域性的不同。  相似文献   

4.
GPS观测数据的模拟研究   总被引:16,自引:0,他引:16  
主要研究了地面基准站GPS观测值模拟情况.分析了GPS观测值模拟的意义、原理及流程、用到的数学模型等。并用编写的模拟软件模拟了武汉站的GPS观测值情况。结果表明,本模拟方法所模拟的GPS观测值和实测值很接近,能满足不同层次人员对GPS模拟观测值的需要。  相似文献   

5.
基于连续运行基准站的GPS应用网布测方案及其精度分析   总被引:2,自引:0,他引:2  
探讨了基于连续运行GPS基准站的GPS应用控制网的几种可能布测模式,用实测GPS数据对几咱今后可能常用的布测模式做了精度分析。  相似文献   

6.
广域差分GPS用户站的完备性监测   总被引:2,自引:0,他引:2  
研究了广域差分GPS系统用户站粗差的检验和分离,应用广域差分GPS‘99南海实验,比较了广域差分GPS用户站单点差分定位中最小二乘法定位与卡尔曼滤波定位的方法,以及用户站在加入RAIM算法前后的精度等。  相似文献   

7.
本文详细讨论了共视法的基本原理和模型,推导了共视法误差模型,分析了影响站间时间同步精度的因素,估算了在设定的误差预算条件下时间同步精度;最后处理了实际GPS观测值,实现了基于GPS共视法站间时间同步。用拟合法和闭合差法分析时间同步精度,结果表明共视法实现的站间时间同步精度为8ns。  相似文献   

8.
利用GPS基准站数据浅析我国地壳垂直运动   总被引:1,自引:0,他引:1  
应用国内GPS基准站1999-2005年共?年的垂直位移时间序列数据,浅析我国的地壳垂直运动。粗略地分析GPS基准站的垂向位移分量时间序列,表明地壳垂直运动受到多种因素的影响。  相似文献   

9.
首先介绍GPS RTK技术的局限性,然后分析基于GPS连续运行参考站网络虚拟参考站的基本原理、数学模型,根据综合误差线性内插原理计算虚拟参考站的综合原始观测数据,求出流动站的定位结果;然后就某市建立的虚拟参考站网络的实测数据进行动态、静态精度分析;最后得出结论:虚拟参考站技术扩大GPSRTK的使用范围,提高动态测量的精度,其开放式的数据服务使VRS技术成为Net Work RTK的主要发展方向之一。  相似文献   

10.
GPS偏心观测及其精度分析   总被引:3,自引:0,他引:3  
由于种种条件的限制,在很多情况下GPS天线都无法实现真正的对中,在某些特殊情况下,例如观测站必须与VLBI站或SLR站重合,而又无法在这些站的标志中心安设接收机天线,这就要求进行GPS偏心观测。本文将着重对GPS偏心观测归心元素的测定方法、归心改正数的计算以及归心元素的测定精度进行讨论和分析。  相似文献   

11.
实现了BDS/GPS/GLONASS三系统组合RTK定位算法,介绍了BDS/GPS/GLONASS三系统组合RTK数学模型,解决了多模融合导航定位时空基准统一问题,并针对附加模糊度参数的卡尔曼滤波函数模型,提出了一种确定实时动态定位中卡尔曼滤波参数的方法。编制了BDS/GPS/GLONASS RTK定位程序,并对28 m超短基线及31 km短基线实测数据进行了解算。对比分析了BDS、GPS、GLONASS、BDS/GPS、BDS/GLONASS、GPS/GLONASS、BDS/GPS/GLONASS七种模式下的定位结果。  相似文献   

12.
段举举  沈云中 《测绘学报》2012,41(6):825-830
论文介绍了GPS/GLONASS组合静态相位相对定位模型,将GLONASS双差观测方程的模糊度参数表示成参考卫星的单差模糊度和双差模糊度参数;用误差分析法证明了单差模糊度按实参数估计不影响基线解算精度,而GLONASS双差模糊度必须按整参数进行解算;用Helmert方差分量估计确定GPS和GLONASS观测值的合理权比。实际观测数据处理结果表明:GPS/GLONASS组合定位较单一系统解算的基线精度均有提高,尤其比GLONASS单系统的解算精度有显著提高,比GPS单系统的精度也有适当提高,其中单历元基线解算精度约提高了10%,当单一系统的可用卫星数少于4颗时,GPS/GLONASS组合定位更具有应用价值。  相似文献   

13.
Modeling and assessment of combined GPS/GLONASS precise point positioning   总被引:4,自引:2,他引:2  
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   

14.
在对GPS/GLONASS组合定位的周跳探测和修复方法进行深入研究的基础上,论述了适合于两种数据联合解算的GPS/GLONASS模糊度迭代处理方法及相应的基于FARA方法的整周模糊度固定方法。在现有BERNESE Ver4.0GSP数据处理软件的基础上,增加及改进了其中的若干模块,从而研制出组合定位系统高精度数据处理软件,并进行了试验计算。结果表明,所开发的组合定位系统数据处理软件内、外符合精度均达到mm级,证明了这种高精度相对定位理论、方法、软件的正确性和可行性。  相似文献   

15.
GLONASS作为与GPS同时开始研制和投入运行的系统,但在发展方面明显的滞后于GPS。综述了GLONASS现代化的计划和进程,分析了GLONASS现代化进程中各阶段的具体实施情况,论述了由GLONASS现代化为我们带来的机遇和挑战。  相似文献   

16.
GPS/GLONASS相位差分的数据处理方法   总被引:4,自引:1,他引:3  
由于GLONASS与GPS在系统上存在差异 ,致使GLONASS的载波相位差分的数据处理与GPS的有明显的不同 ,必须使用特殊的方法。本文给出了GPS、GLONASS及GPS/GLONASS联合相位差分的数学模型和一种数据处理方法 ,并对实测数据进行处理 ,给出了双卫星系统的定位结果及结果分析  相似文献   

17.
The revitalized Russian GLONASS system provides new potential for real-time retrieval of zenith tropospheric delays (ZTD) and precipitable water vapor (PWV) in order to support time-critical meteorological applications such as nowcasting or severe weather event monitoring. In this study, we develop a method of real-time ZTD/PWV retrieval based on GLONASS and/or GPS observations. The performance of ZTD and PWV derived from GLONASS data using real-time precise point positioning (PPP) technique is carefully investigated and evaluated. The potential of combining GLONASS and GPS data for ZTD/PWV retrieving is assessed as well. The GLONASS and GPS observations of about half a year for 80 globally distributed stations from the IGS (International GNSS Service) network are processed. The results show that the real-time GLONASS ZTD series agree quite well with the GPS ZTD series in general: the RMS of ZTD differences is about 8 mm (about 1.2 mm in PWV). Furthermore, for an inter-technique validation, the real-time ZTD estimated from GLONASS-only, GPS-only, and the GPS/GLONASS combined solutions are compared with those derived from very long baseline interferometry (VLBI) at colocated GNSS/VLBI stations. The comparison shows that GLONASS can contribute to real-time meteorological applications, with almost the same accuracy as GPS. More accurate and reliable water vapor values, about 1.5–2.3 mm in PWV, can be achieved when GLONASS observations are combined with the GPS ones in the real-time PPP data processing. The comparison with radiosonde data further confirms the performance of GLONASS-derived real-time PWV and the benefit of adding GLONASS to stand-alone GPS processing.  相似文献   

18.
Rapid PPP ambiguity resolution using GPS+GLONASS observations   总被引:1,自引:1,他引:0  
Integer ambiguity resolution (IAR) in precise point positioning (PPP) using GPS observations has been well studied. The main challenge remaining is that the first ambiguity fixing takes about 30 min. This paper presents improvements made using GPS+GLONASS observations, especially improvements in the initial fixing time and correct fixing rate compared with GPS-only solutions. As a result of the frequency division multiple access strategy of GLONASS, there are two obstacles to GLONASS PPP-IAR: first and most importantly, there is distinct code inter-frequency bias (IFB) between satellites, and second, simultaneously observed satellites have different wavelengths. To overcome the problem resulting from GLONASS code IFB, we used a network of homogeneous receivers for GLONASS wide-lane fractional cycle bias (FCB) estimation and wide-lane ambiguity resolution. The integer satellite clock of the GPS and GLONASS was then estimated with the wide-lane FCB products. The effect of the different wavelengths on FCB estimation and PPP-IAR is discussed in detail. We used a 21-day data set of 67 stations, where data from 26 stations were processed to generate satellite wide-lane FCBs and integer clocks and the other 41 stations were selected as users to perform PPP-IAR. We found that GLONASS FCB estimates are qualitatively similar to GPS FCB estimates. Generally, 98.8% of a posteriori residuals of wide-lane ambiguities are within \(\pm 0.25\) cycles for GPS, and 96.6% for GLONASS. Meanwhile, 94.5 and 94.4% of narrow-lane residuals are within 0.1 cycles for GPS and GLONASS, respectively. For a critical value of 2.0, the correct fixing rate for kinematic PPP is only 75.2% for GPS alone and as large as 98.8% for GPS+GLONASS. The fixing percentage for GPS alone is only 11.70 and 46.80% within 5 and 10 min, respectively, and improves to 73.71 and 95.83% when adding GLONASS. Adding GLONASS thus improves the fixing percentage significantly for a short time span. We also used global ionosphere maps (GIMs) to assist the wide-lane carrier-phase combination to directly fix the wide-lane ambiguity. Employing this method, the effect of the code IFB is eliminated and numerical results show that GLONASS FCB estimation can be performed across heterogeneous receivers. However, because of the relatively low accuracy of GIMs, the fixing percentage of GIM-aided GPS+GLONASS PPP ambiguity resolution is very low. We expect better GIM accuracy to enable rapid GPS+GLONASS PPP-IAR with heterogeneous receivers.  相似文献   

19.
The potential 48-satellite constellation offered by the combination of observations from both the GPS and GLONASS positioning systems has created considerable interest among existing GPS users. In the published literature, a considerable amount of work has been devoted to the theoretical issue of algorithm design for combined GPS/GLONASS positioning solutions. Little work has been published, however, on the practical conversion of existing GPS software to include GLONASS observations. This paper considers the computation issues pertaining to the GLONASS broadcast ephemeris for inclusion of GLONASS observations into existing GPS software. The format of the GLONASS broadcast ephemeris is discussed and theory of satellite orbits and their stepwise numerical integration is reviewed. Finally, a strategy for GLONASS broadcast ephemeris computation is proposed to facilitate combination of GPS and GLONASS observations. ? 1998 John Wiley & Sons, Inc.  相似文献   

20.
在进行GPS/GLONASS联合卫星钟差估计时,GLONASS码频间偏差(inter-frequency bias,IFB)因卫星频率间的差异而无法被测站接收机钟差参数吸收,其一部分将进入GLONASS卫星钟差估值中。通过引入多个"时频偏差"参数(inter-system and inter-frequency bias,ISFB)及附加基准约束对测站GLONASS码IFB进行函数模型补偿,实现其与待估卫星钟差参数的有效分离,并对所估计实时卫星钟差和实时精度单点定位(real-time precise point positioning,RT-PPP)进行精度评估。结果表明,在卫星钟差估计观测方程中忽略码IFB,会明显降低GLONASS卫星钟差估值精度;新方法能有效避免码IFB对卫星钟差估值的影响,所获得GPS、GLONASS卫星钟差与ESA(European Space Agency)事后精密钟差产品偏差平均均方根值分别小于0.2 ns、0.3 ns。利用实时估计卫星钟差进行静态RT-PPP,当观测时段长为2 h时,GPS单系统、GPS/GLONASS组合系统的3D定位精度优于10 cm,GLONASS单系统3D定位精度约为15 cm;三种模式24 h单天解的3D定位精度均优于5 cm。  相似文献   

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