BDS静态精密单点定位模糊度固定解精度分析     

徐宗秋  丁新展  徐彦田  唐龙江  李磊  胡艳阳 《测绘科学》2019,44(7):30-34

针对BDS单系统未校准相位延迟(UPD)估计以及不同时长精密单点定位(PPP)模糊度固定对定位精度影响的问题,该文选取56个测站估计UPD,利用未参与UPD计算的8个测站进行不同时长BDS静态PPP模糊度固定实验。结果表明:BDS星间单差宽巷和窄巷UPD在连续时段内具有一定的稳定性,其估计精度满足用于PPP模糊度固定要求。时长越短模糊度固定率越低。以IGS周解为参考值,不同时长模糊度固定解较浮点解三维定位精度均提高12%以上,时长越短模糊度固定解精度提高越显著。因此,模糊度固定是提高BDSPPP定位精度的重要手段。  相似文献   

面向流媒体传输的空间数据变化累积模型     

陈刚  赵斌  胡友健  潘雄 《测绘学报》2009,38(6):0-481

将流媒体技术引入到以矢量数据为主的网络GIS传输中,其关键是建立逐级精细化的多层次表达模型,并在服务器端数据预组织上建立线性索引结构。本研究针对该目标建立一种矢量数据多重表达的新模型,即变化累积模型,认为尺度空间中从粗到细的数据表达过程是一些"变化"的累积,"变化"表现为两个连续尺度表达间的差别,通过"变化"元素的逐渐增加或减少来实现渐进传输。基于该模型对面状数据渐进式传输进行研究,将多边形分级剖分为一系列凸壳或外接矩形的基础上建立变化累积模型,通过剖分元素的组合完成渐进式流媒体传输。  相似文献   

GPS星历精度对精密单点定位的影响   总被引：5，自引：2，他引：3  

李鹏  熊永良  黄育龙  楚亮 《测绘科学》2009,34(2)

精密单点定位的实质就是利用精密星历和精密卫星钟改正来实现单机精密定位。本文简要地介绍了精密单点定位的原理及技术关键,在此基础上,分析了IGS目前提供的3种精密星历(IGF、IGR、IGU)的精度和时延性。根据实验数据进一步分析了3种精密星历对精密单点定位精度的影响。通过精度分析,得出利用IGS的超快星历也可以达到厘米级定位精度,为全球厘米级单站RTK提供了有益的参考。  相似文献   

Impact of different sampling rates on precise point positioning performance using online processing service     

Serdar Erol  Reha Metin Alkan  ?.Murat Ozulu  Veli Il?i 《地球空间信息科学学报》2021,24(2):302-312

In this study, the effect of different sampling rates (i.e. observation recording interval) on the Precise Point Positioning (PPP) solutions in terms of accurac...  相似文献   

一种适用于PPP动力学模型异常的自适应Kalman滤波     

胡豪杰  赵兴旺  刘超  田先才 《大地测量与地球动力学》2020,40(8):822-826

为了削弱PPP参数估计中动力学模型异常对Kalman滤波解的影响,针对PPP状态向量中各类参数不符值对动力学模型异常描述特性的不同,以位置相关为条件对参数进行分类,构建分类因子自适应Kalman滤波用于PPP参数估计。选取6个IGS站点3 d的数据,使用标准Kalman滤波与构建的自适应Kalman滤波进行PPP解算分析。结果表明,相较于标准Kalman滤波,自适应Kalman滤波能通过自适应因子调节状态预测协方差,加速PPP收敛。静态模式下,平均收敛时间从28.2 min缩减到19.4 min,N、E、U方向的平均精度为1.50 cm、3.34 cm、5.55 cm,分别提高7%、14%、19%;动态模式下,构建的自适应Kalman滤波解N、E、U方向偏差的RMS值为2.7 cm、3.6 cm、6.3 cm,较标准Kalman滤波分别提高13%、28%、43%。  相似文献   

Implementation and testing of the gridded Vienna Mapping Function 1 (VMF1)   总被引：6，自引：5，他引：1  

J. Kouba 《Journal of Geodesy》2008,82(4-5):193-205

The new gridded Vienna Mapping Function (VMF1) was implemented and compared to the well-established site-dependent VMF1, directly and by using precise point positioning (PPP) with International GNSS Service (IGS) Final orbits/clocks for a 1.5-year GPS data set of 11 globally distributed IGS stations. The gridded VMF1 data can be interpolated for any location and for any time after 1994, whereas the site-dependent VMF1 data are only available at selected IGS stations and only after 2004. Both gridded and site-dependent VMF1 PPP solutions agree within 1 and 2 mm for the horizontal and vertical position components, respectively, provided that respective VMF1 hydrostatic zenith path delays (ZPD) are used for hydrostatic ZPD mapping to slant delays. The total ZPD of the gridded and site-dependent VMF1 data agree with PPP ZPD solutions with RMS of 1.5 and 1.8 cm, respectively. Such precise total ZPDs could provide useful initial a priori ZPD estimates for kinematic PPP and regional static GPS solutions. The hydrostatic ZPDs of the gridded VMF1 compare with the site-dependent VMF1 ZPDs with RMS of 0.3 cm, subject to some biases and discontinuities of up to 4 cm, which are likely due to different strategies used in the generation of the site-dependent VMF1 data. The precision of gridded hydrostatic ZPD should be sufficient for accurate a priori hydrostatic ZPD mapping in all precise GPS and very long baseline interferometry (VLBI) solutions. Conversely, precise and globally distributed geodetic solutions of total ZPDs, which need to be linked to VLBI to control biases and stability, should also provide a consistent and stable reference frame for long-term and state-of-the-art numerical weather modeling.  相似文献   

Resolution of GPS carrier-phase ambiguities in Precise Point Positioning (PPP) with daily observations   总被引：64，自引：30，他引：34  

M. Ge  G. Gendt  M. Rothacher  C. Shi  J. Liu 《Journal of Geodesy》2008,82(7):389-399

Precise Point Positioning (PPP) has been demonstrated to be a powerful tool in geodetic and geodynamic applications. Although its accuracy is almost comparable with network solutions, the east component of the PPP results is still to be improved by integer ambiguity fixing, which is, up to now, prevented by the presence of the uncalibrated phase delays (UPD) originating in the receivers and satellites. In this paper, it is shown that UPDs are rather stable in time and space, and can be estimated with high accuracy and reliability through a statistical analysis of the ambiguities estimated from a reference network. An approach is implemented to estimate the fractional parts of the single-difference (SD) UPDs between satellites in wide- and narrow-lane from a global reference network. By applying the obtained SD-UPDs as corrections to the SD-ambiguities at a single station, the corrected SD-ambiguities have a naturally integer feature and can therefore be fixed to integer values as usually done for the double-difference ones in the network mode. With data collected at 450 stations of the International GNSS Service (IGS) through days 106 to 119 in 2006, the efficiency of the presented ambiguity-fixing strategy is validated using IGS Final products. On average, more than 80% of the independent ambiguities could be fixed reliably, which leads to an improvement of about 27% in the repeatability and 30% in the agreement with the IGS weekly solutions for the east component of station coordinates, compared with the real-valued solutions. An erratum to this article can be found at  相似文献   

小波分析在垂向海潮特征信息去噪研究     

陈运  吴志露  何丽娜 《测绘工程》2017,26(3)

目前国内外许多学者利用沿海GPS站点的高精度坐标时间序列进行海潮特征信息的提取研究,已取得一定成果,但高精度坐标时间序列中不可避免地存在许多噪声,极大影响海潮特征信息的提取。基于日本GMSD站的67d的高精度PPP坐标时间序列,利用小波分析进行去噪实验,经FFT变换后,将提取的结果与FES2004海潮模型的特征值比较。实验结果表明:经小波分析后,GPS站点的时间序列精度得到提高;经小波去噪后的反演精度均有不同程度的提高,最多达到0.14mm,而海潮特征值的量级为厘米级或者亚厘米级,说明小波分析对海潮特征值的提取精度有明显提高。  相似文献   

南极四种在线GPS定位服务系统的精度比较与分析     

左耀文  张胜凯  鄂栋臣  张卿川 《测绘科学》2017,42(1)

针对使用在线GPS定位服务系统处理南极地区GPS数据精度的问题,介绍4种常用在线GPS定位服务系统APPS、CSRS-PPP、gaps以及magicGNSS,分别使用4种在线GPS服务系统对南极地区长期连续(7d)观测数据进行处理,分析其精度与稳定性。将处理结果与相同框架下真值进行比较与分析,发现4种在线GPS服务系统在南极地区解算精度都能达到dm量级,其中APPS与CSRS-PPP两种服务系统在南极地区解算结果的精度与稳定性优于gaps与magicGNSS,可达cm量级。另外,使用4种在线GPS服务系统处理短期(1d以内)观测数据,对得到的解算结果进行分析可以发现3h以上观测时长的数据可以保证稳定的解算精度。  相似文献   

多GNSS精密单点定位性能分析     

丁赫  孙付平  门葆红  满小三  李亚萍  叶险峰 《测绘科学技术学报》2016,(1):21-26

在实现BDS/GPS/GLONASS组合精密单点定位的基础上,模拟多种遮挡环境;利用3个MGEX测站的数据进行三系统组合PPP试验;并在可见卫星数、PDOP值、定位精度、收敛时间和定位可用性等方面与GPS单系统PPP进行了比较分析。结果表明:在亚太地区,相比于GPS单系统PPP,三系统组合PPP可见卫星数增加了2~3倍,PDOP值显著减小。动态试验中,在无遮挡环境下,三系统组合PPP相较于GPS PPP收敛时间更短,且收敛后定位精度更高;在遮挡环境下,GPS PPP性能急剧下降,三系统组合PPP较好的保证了定位精度,提高了系统定位可用性。  相似文献