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为了测试载波伪距单点定位的定位精度,本文建立了GPS载波伪距单点定位的无电离层组合观测方程,设计开发了GPS载波伪距单点定位程序,读取广播星历文件和观测值文件,完成卫星位置计算,最后输出观测文件中GPS卫星的坐标文件、观测文件中连续观测到的卫星坐标文件以及坐标值及改正坐标文件,逐个实现各个函数模块的功能,为实际精确定位工程提供理论基础。 相似文献
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讨论了GPS/BD组合定位需要考虑的主要问题,自编了GPS/BD组合定位程序,利用实测GPS/BD观测数据分析了当前北斗导航定位系统可用性及GPS/BD组合前后的定位精度。试验结果表明,北斗已经能够提供区域的实时导航定位服务。GPS/BD组合定位在GPS观测卫星数较多时对GPS定位精度改善不明显,在GPS观测卫星数较少时可以显著提高定位精度和稳定性。 相似文献
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北斗/GPS组合伪距单点定位性能测试和分析 总被引:1,自引:0,他引:1
目的 讨论了北斗/GPS伪距单点定位联合解算的数学模型,并根据北京、武汉两地的北斗/GPS双系统实测数据,在多种模拟遮挡环境下将北斗/GPS联合解算结果与北斗、GPS单系统在可见卫星数、PDOP值、定位精度、定位可用性等方面进行了对比分析。结果表明,相对于单系统伪距单点定位,北斗/GPS组合定位大大增加了可见卫星数,减小了PDOP值,并在观测条件较差的环境下有效地改善了定位精度、显著提高系统定位可用性。 相似文献
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北斗区域导航定位精度分析 总被引:3,自引:0,他引:3
采用全球均匀分布MGEX站的观测数据,详细分析了北斗卫星导航系统(BDS)的卫星可见性、PDOP值分布,以及伪距单点定位精度,并将其结果与GPS和BDS+GPS组合系统进行了比较分析,讨论了不同定权方法对BDS+GPS组合系统定位精度的影响。试验结果表明,在全球大部分地区,GPS的定位性能优于北斗系统,在亚太中低纬度地区,BDS的定位精度与GPS相当甚至超过GPS;BDS+GPS组合系统的定位精度通常优于单一系统,但随机模型不准确也可能导致组合系统的定位精度不如单系统;Helmert方差分量估计可以在一定程度上提高组合定位精度。 相似文献
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单历元GPS变形监测数据处理方法的研究 总被引:3,自引:0,他引:3
讨论了变形监测中GPS单历元观测数据处理方法,重点是模糊度搜索空间的构成和搜索,最优解的获得和检验以及利用相位和伪距观测量提取多路径的影响。分析了所提方法的测试结果和处理快速变形所能达到的精度。 相似文献
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卫星几何分布对GPS相对定位精度的影响 总被引:4,自引:0,他引:4
本文通过大量实例资料并从理论上进行分析论证卫星几何分布对GPS相对定位中基线精度的影响 ,在城市和矿区地面形变测量中 ,为了提高基线精度 ,提出了对GPS卫星几何分布有关的一些要求 相似文献
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北斗导航系统正在为亚太地区提供服务,并将逐步实现全球覆盖,未来将在测绘、交通、监测等众多领域发挥重要作用。本文主要探讨BD/GPS双模高精度定位,并以广东省清远市飞来峡大坝为例,设计形变监测网,集成Zigbee无线传感网,形成自动化形变监测系统,对比分析BD/GPS双模和GPS单模两种定位模式下监测网的可发现最小形变位移的能力,结果表明:BD/GPS双模定位更有利于提高监测网的监测能力。 相似文献
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Impact of GPS satellite and pseudolite geometry on structural deformation monitoring: analytical and empirical studies 总被引:4,自引:1,他引:3
Global positioning systems (GPS) have in recent years been increasingly used to monitor the deformations of large structures, particularly the deflections of long suspension bridges. When appropriately employed, and with the presence of a strong satellite geometry, GPS can supply timely and accurate structural deformation information. However, the three-dimensional (3-D) positioning accuracies in a local coordinate system are uneven. For instance, the vertical component of 3-D coordinates is less accurate than the horizontal component. In addition, GPS satellite availability tends to be a function of the latitude of the observation site and its surrounding obstructions. As a consequence, the accuracy of the north–south component is typically worse than that of the east–west component in mid-latitude areas (>45), and in some of the worst situations the horizontal positioning accuracy could even degrade to the same level as that of the vertical component. With such measurements it might not be possible to correctly interpret the real structural deformations. Furthermore, an insufficient number of satellites, caused by signal obstruction, could make it impossible to use GPS alone for kinematic positioning, even when integrated with other sensors such as triaxial accelerometers. With the aim of improving 3-D positioning accuracies for the monitoring of structural deflections, especially in vertical and northern directions, the optimal location selection of an array of ground-based pseudolites to augment GPS satellite geometry using an analytical simulation technique proposed by the authors is considered. Achievable 3-D positioning accuracies are estimated by simulating a real bridge deformation scenario using augmented transmitter geometry and compared with actual positioning accuracies calculated from the measurements gathered from a bridge trial. The results show that with an augmented satellite geometry and multipath mitigation it is possible to achieve uniform 3-D positioning accuracies of a few millimetres. 相似文献
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桥梁变形监测是进行桥梁健康评估和后期修缮的重要内容.本文基于北斗卫星导航系统(BDS)精密单点定位技术,对实时采集的高频率BDS/GPS数据进行精密单点定位(PPP)静态和动态处理,并以相对静态定位结果作为参考,分析在桥梁复杂环境下BDS的PPP的精度,并把北斗动态PPP结果与GPS做对比.研究结果表明,在1 h连续变形监测时间左右,北斗静态PPP精度和BDS动态PPP定位精度可以达到厘米级,可以监测出大型车辆经过桥梁时的变形情况,并与GPS监测变形趋势基本一致. 相似文献
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The accuracy of GPS positioning based on pseudorange measurements under signal degradation environments is limited by poor satellite geometry and signal distortions due to diffraction and multipath. As a result, the GPS position solutions could become unreliable. Those deteriorated solutions should be identified and not used for navigation. For that purpose, methods for reliable identification of deteriorated GPS positioning solutions from a navigation receiver should be developed. In this paper, a fuzzy inference system is proposed to classify the quality of GPS positioning solutions. The input for the system includes the signal quality evaluated by the difference between the measured and expected carrier-to-noise density ratio (C/N0) and the satellites geometry strength evaluated by the dilution of precision (DOP) number. The proposed fuzzy inference system is developed based on the human knowledge and understanding of the problem under consideration and is further optimized using data acquired from the field. The test results indicate that the proposed method can be used for reliable identification of deteriorated GPS position solutions affected by signal degradations. 相似文献
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GPS技术在变形监测中的应用和发展趋势 总被引:1,自引:0,他引:1
全球定位系统GPS(Global Positiming System),以能够提供连续、实时、无障碍和自动化服务,被广泛应用于导航、测量、勘探等诸多领域。尤其是在测量方面,改变了传统的测量格局,在变形体变形监测领域应用也日趋凸显,由于GPS借助卫星信号传输数据,在实际的监测中也存在一定的局限性。本文首先阐述了变形监测技术,监测数据处理的常规方法;其次介绍了GPS系统应用与变形监测中的优势与不足,并概述了GPS系统应用现状及发展趋势。 相似文献
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目前我国北斗导航系统已经完成第二阶段区域系统的建设,利用北斗导航定位技术进行桥梁变形监测是今后发展的必然趋势。本文分析了北斗定位技术在桥梁变形监测中的的优势,并与GPS定位技术作对比分析,结果表明:在监测区域内,北斗二号的可见卫星数要略多于GPS可见卫星数,卫星几何精度因子略低于GPS,数据质量与GPS相当,相对定位精度略优于GPS,平面定位精度在1~2 cm,水平定位精度在5~6 cm。 相似文献