共查询到19条相似文献，搜索用时 578 毫秒
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系统研究了GNSS精密星历框架变化对GNSS相对定位以及网平差解算的影响。通过实验比较发现,在高精度GNSS相对定位中,若选择的地面参考框架与精密轨道参考框架不一致,则将给区域网基线解和网平差结果带来一定的系统性误差。对于高精度的定位解算而言,2 000 km以上的基线需考虑地面参考基准与星历参考基准的一致性问题,否则将给垂直方向带来一定的系统性偏差。 相似文献
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为了分析高精度GNSS数据处理中常用的双差模型和非差模型定位性能的差异,选取ITRF核心站组成长度不同但相对位置长期不变的基线,对2013年全年的有效数据分别采用两种模型进行解算,分析两者的相对坐标差异。结果表明:全年数据的非差解与双差解相对坐标的三维偏差序列的标准差达到8.2 mm,非差解与双差解存在定位偏差;非差解的相对坐标全年数据时间序列的平均标准差是(5.6,4.5,5.4) mm,而双差解是(3.4,3.1,4.0) mm,双差模型的解算精度和稳定性整体优于非差模型;随基线的增长,双差模型的差异呈现累积性,而非差模型的差异基本无变化,如42 m超短基线STJ2-STJO非差解和双差解全年数据的标准差分别为(6.2,4.8,5.7) mm和(3.0,2.9,3.0) mm,而487 km长基线HERS-WSRT则是(5.7,4.5,5.4) mm和(4.7,2.8,4.7) mm。 相似文献
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北斗二代系统伪距码中存在与高度角相关的系统性偏差,该偏差会影响高精度的数据处理。基于Melbourne-Wübbena（MW）组合,分别利用现有的伪距码偏差改正模型和实测基线的双差宽巷模糊度残差,分析了伪距码偏差对基线解算的影响。理论分析表明,随着基线长度的增加,伪距码偏差对MW组合确定双差宽巷模糊度的影响越来越大,对300 km基线的影响可达0.36周。实际算例表明,无论基线长短,地球同步轨道（geostationary earth orbit,GEO）卫星的双差宽巷模糊度残差中始终存在偏差;而对于倾斜地球同步轨道（inclined geostationary orbit,IGSO）和中轨（medium earth orbit,MEO）卫星而言,当基线小于300 km时,双差基本可以消除伪距码偏差,其双差宽巷模糊度固定率基本和GPS一致,但当基线超过300 km时,部分卫星的双差宽巷模糊度残差就会存在明显偏差,其双差宽巷模糊度固定率也较低,此时需考虑伪距码偏差的影响。 相似文献
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实时GNSS精密单点定位(PPP)技术必须使用实时的高精度卫星精密轨道和钟差。本文研究了精密卫星钟差融合解算模型及策略,并利用滤波算法实现了北斗/GPS实时精密卫星钟差融合估计算法。仿真实时试验结果显示:获得的北斗/GPS实时钟差与GFZ事后多GNSS精密钟差(GBM)的标准差在0.15 ns左右;使用该钟差进行GPS动态PPP试验,收敛后水平精度优于5 cm,高程精度优于10 cm;使用仿真实时钟差进行的北斗动态PPP与使用GFZ事后多GNSS精密钟差开展的试验相比精度相当,可实现分米级定位。 相似文献
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邰贺 《测绘与空间地理信息》2020,(2):124-127,131
研究利用开源的GNSS数据处理软件GAMP进行精密单点定位解算,阐述了GAMP软件在精密单点定位中使用的数据预处理方法以及电离层、对流层、频间偏差等误差项的改正方法,设计了精密单点定位的解算策略并配置了相关的软件关键参数,对IGS跟踪站jfng站的实测数据进行了解算。结果表明,利用GAMP软件,利用适当的解算策略处理静态数据,约10 min可收敛至亚米级,3 h左右可收敛至厘米级,经过全天的解算其最终精度可达近毫米级。 相似文献
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全球导航卫星系统（global navigation satellite system,GNSS）接收机伪距偏差是指卫星导航信号非理想特征导致的不同接收机的伪距测量常数偏差。研究表明,接收机伪距偏差无法被钟差参数吸收,将影响GNSS精密应用。选取了多GNSS实验全球跟踪网的9条零/短基线,将基线按照接收机类型分为3组,即相同厂商相同型号、不同厂商以及相同厂商不同型号,通过双差法确定了每组基线GPS/北斗卫星导航系统(BeiDou satellite navigation system,BDS)/伽利略卫星导航系统（Galileo satellite navigation system,Galileo）的接收机伪距偏差,并分析了接收机伪距偏差的稳定性及其对整周模糊度解算和伪距相对定位的影响。结果表明,不同厂商接收机构成的基线,伪距偏差可达160 cm,即使同一厂商不同型号的接收机间也存在不可忽略的伪距偏差;对于GPS、BDS和Galileo,Galileo伪距偏差最小,BDS伪距偏差最大。此外,接收机伪距偏差具有良好的稳定性,60 d标准差不超过12 cm。接收机伪距偏差改正后,GPS、... 相似文献
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非差精密单点定位(PPP)是大规模GNSS网络数据处理的主要模式之一。分析了基于Bernese自动处理引擎BPE的非差定位解算流程,通过修改配置文本文件实现BPE功能自动调用。针对单机集中处理模式下解算规模受限、时效性差的问题,采用分布式技术,利用C#编程实现了GNSS精密单点定位的并行处理。采用IGS数据进行实验,算例结果表明:在分布式环境下调用Bernese自动解算功能进行并行数据处理,能够实现快速、准确的GNSS大网高精度PPP定位解算,计算效率明显提高。 相似文献
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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
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对流层延迟是卫星导航定位的主要误差源,GNSS广域增强需要高精度的对流层延迟产品进行误差修正。对流层延迟可通过GNSS进行实时估计,也可通过融合多源数据的数值气象预报模型获取。IGS发布的全球对流层天顶延迟产品由GNSS解算,其精度可达4mm,时间分辨率为5min,但其分布不均匀,在广袤的海洋区域无数据覆盖。GGOS Atmosphere基于ECMWF 40年再分析资料,可提供1979年以来时间分辨率为6h、空间分辨率为2.5°×2°的全球天顶对流层总延迟格网数据。本文通过2015年全球IGS测站的ZTD资料对GGOS的ZTD产品进行了评估,研究了GGOS Atmosphere对流层延迟产品与IGS发布ZTD资料之间的系统差,通过线性拟合估计出每个测站GGOS-ZTD与IGSZTD系统差系数(包括比例误差a和固定误差b),然后对比例误差a、固定误差b进行球谐展开,建立了两种ZTD数据源之间的系统差模型。选取IGS测站和陆态网测站,对附加系统偏差改正后的GGOSZTD产品对PPP的收敛速度的影响进行研究。本文研究结果表明:GGOS-ZTD与IGS-ZTD间存在系统偏差,其bias平均为-0.54cm;两者之间较差的RMS平均为1.31cm,说明GGOS-ZTD产品足以满足广大GNSS导航定位用户对对流层延迟改正的需要。将改正了系统差后的GGOS-ZTD产品用于ALBH、DEAR、ISPA测站、PALM测站、ADIS测站、YNMH测站、WUHN测站进行PPP试验,发现可明显提高定位收敛速度,尤其是在U方向上,收敛速度分别提高10.58%、31.68%、15.96%、43.89%、51.46%、14.69%、18.40%。 相似文献
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Xiaoji Niu Qijin Chen Quan Zhang Hongping Zhang Jieming Niu Kejie Chen Chuang Shi Jingnan Liu 《GPS Solutions》2014,18(2):231-242
Currently, we evaluate the positioning accuracy of GNSS mainly by providing statistical values that can represent the overall error level, such as CEP, RMS, 2DRMS, and maximum error. These are solid indicators of the general performance of the GNSS positioning. But some applications like GNSS/INS integrated system require a detailed analysis of the error characteristics and knowledge of the precise error model. This requirement necessitates the modeling of the error components of the GNSS positioning solutions. In our research, the Allan variance method is proposed to analyze the GNSS positioning errors, describe the error characteristics, and build the corresponding error models. Based on our research, four dominant noise terms are identified in the GNSS positioning solutions, that is, 1st order Gauss-Markov process, Gaussian white noise, random walk noise, and flicker noise, which indicates that white noise is not always enough and appropriate to model GNSS positioning errors for some applications. The results show that the Allan variance is a feasible and effective way to analyze the error characteristics of the GNSS positioning solutions. 相似文献
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Multipath is one of the most important error sources in Global Navigation Satellite System (GNSS) carrier-phase-based precise
relative positioning. Its theoretical maximum is a quarter of the carrier wavelength (about 4.8 cm for the Global Positioning
System (GPS) L1 carrier) and, although it rarely reaches this size, it must clearly be mitigated if millimetre-accuracy positioning
is to be achieved. In most static applications, this may be accomplished by averaging over a sufficiently long period of observation,
but in kinematic applications, a modelling approach must be used. This paper is concerned with one such approach: the use
of ray-tracing to reconstruct the error and therefore remove it. In order to apply such an approach, it is necessary to have
a detailed understanding of the signal transmitted from the satellite, the reflection process, the antenna characteristics
and the way that the reflected and direct signal are processed within the receiver. This paper reviews all of these and introduces
a formal ray-tracing method for multipath estimation based on precise knowledge of the satellite–reflector–antenna geometry
and of the reflector material and antenna characteristics. It is validated experimentally using GPS signals reflected from
metal, water and a brick building, and is shown to be able to model most of the main multipath characteristics. The method
will have important practical applications for correcting for multipath in well-constrained environments (such as at base
stations for local area GPS networks, at International GNSS Service (IGS) reference stations, and on spacecraft), and it can
be used to simulate realistic multipath errors for various performance analyses in high-precision positioning. 相似文献
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分析了 目前广播星历精度评估中存在的问题,详细论述了广播星历精度评估过程中对精密星历进行天线相位中心改正的取值方法,提出了利用单颗星单日钟差均值作二次差对广播星历钟差的系统性偏差进行改正的方法.选取2019-09-01-2019-11-01 共计62天的多模 GNSS 实验(multi-GNSS experiment,... 相似文献
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低轨导航增强GNSS发展综述 总被引：1，自引：0，他引：1
低轨星座具有地面接收信号强度高、几何图形变化快的优势，能够与中高轨GNSS星座形成互补，对增强GNSS的精度、完好性、连续性和可用性具有显著优势，已成为当前卫星导航领域的关注热点。本文首先简要介绍了现有的GNSS增强系统；总结了国内外低轨导航增强星座发展现状；针对低轨导航增强，对比分析了高中低轨导航星座的优缺点；重点讨论了低轨导航增强在联合定轨、快速精密定位、空间天气监测和室内定位等方面带来的机遇；分析指出了低轨导航增强的空间段、地面段和用户段所面临的挑战。 相似文献
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Atmospheric delays are contributors to the GNSS error budget in precise GNSS positioning that can reduce positioning accuracy
considerably if not compensated appropriately. Both ionospheric and tropospheric delay corrections can be determined with
help of reference stations in active GNSS networks. One approach to interpolate these error terms to the user’s location that
is employed in Germany’s SAPOS network is the determination of area correction parameters (ACP, German: “Fl?chenkorrekturparameter—FKP”).
A 2D interpolation scheme using data from at least 3 reference stations surrounding the rover is employed. A modification
of this method was developed which only makes use of as few as 2 reference stations and provides 1D linear correction parameters
along a “corridor” in which the user’s rover is moving. We present the results of a feasibility study portraying results from
use of corridor correction parameters for precise RTK-like positioning. The differences to the reference coordinates (3D)
attained in average for 1 h of data employing selected network nodes in Germany are between 0.8 and 2.0 cm, which compares
well with the traditional area correction method that yields an error of 0.7 up to 1.1 cm. 相似文献
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It is a crucial task to establish a precise mathematical model for global navigation satellite system (GNSS) observations in precise positioning. Due to the spatiotemporal complexity of, and limited knowledge on, systematic errors in GNSS observations, some residual systematic errors would inevitably remain even after corrected with empirical model and parameterization. These residual systematic errors are referred to as unmodeled errors. However, most of the existing studies mainly focus on handling the systematic errors that can be properly modeled and then simply ignore the unmodeled errors that may actually exist. To further improve the accuracy and reliability of GNSS applications, such unmodeled errors must be handled especially when they are significant. Therefore, a very first question is how to statistically validate the significance of unmodeled errors. In this research, we will propose a procedure to examine the significance of these unmodeled errors by the combined use of the hypothesis tests. With this testing procedure, three components of unmodeled errors, i.e., the nonstationary signal, stationary signal and white noise, are identified. The procedure is tested by using simulated data and real BeiDou datasets with varying error sources. The results show that the unmodeled errors can be discriminated by our procedure with approximately 90% confidence. The efficiency of the proposed procedure is further reassured by applying the time-domain Allan variance analysis and frequency-domain fast Fourier transform. In summary, the spatiotemporally correlated unmodeled errors are commonly existent in GNSS observations and mainly governed by the residual atmospheric biases and multipath. Their patterns may also be impacted by the receiver. 相似文献
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精密定位的质量控制和完好性评估是实时全球卫星导航系统(GNSS)导航应用不可或缺的环节,尤其是在GNSS易受损害的城市峡谷等场景下,这种需求更加迫切.广域精密单点定位(PPP)瞬时分米级定位,利用GNSS三频信号形成的两个宽巷观测值可以实现单点单历元分米级定位.然而,在城市复杂环境中,反射信号、严重多路径以及其他信号干扰对定位造成的影响无法准确评估与识别,限制了PPP瞬时分米级单点定位的应用.完好性概念中的高级接收机自主完好性监测(ARAIM)可以计算用户定位误差最小置信区间的上限保护水平(PL)以评估定位有效性,可经过一定改进用于PPP瞬时定位的质量控制.针对当前ARAIM中计算PL的误差模型难以适应高精度定位需求的问题,提出了一种改进的ARAIM PL算法,称其为BARAIM(Back Advanced Receiver Autonomous Integrity Monitoring).使用PPP三频组合观测值残差对ARAIM权与误差模型进行修正以计算PL.基于不同复杂程度的环境下采集的车载数据对算法进行了验证,对PL的改进情况以及导航的可用性提升情况进行评估.结果表明:在不同环境下,基于改进的B-ARAIM算法得到的PL,相比传统方法得到的PL更符合城市定位的需要,将PL降低了30%~70%.此方法有助于将ARAIM算法应用在高精度GNSS定位领域. 相似文献
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通过精密单点定位的方法获取了区域CORS网各基准站的坐标时间序列,并利用最大似然估计法和频谱分析法对其32个基准站坐标时间序列的周期特征进行了分析,获取了各基准站年周期、半年周期的振幅和相位值,以及各基准站的周期功率谱图。结果表明:GNSS基准站坐标时间序列不仅存在线性变化,还存在周期性变化,其中以U方向表征最为明显,与双差定位获得的坐标时间序列周期特性分析结果一致,说明以精密单点定位获取的GNSS基准站坐标时间序列是可靠的,可以用来分析基准站的变化特征。 相似文献