对我国GPS空间定位网若干技术问题的探讨     

施品浩  冯延明  李征航 《武汉大学学报(信息科学版)》1992,(2)

本文围绕我国GPS空间定位网布测的目的意义、布网方案及相应的精度指标,施测中应考虑的观测技术和数据处理策略等有关技术问题展开了较深入的讨论,并指出了结合定位网布测应开展的几项基础研究。最后,就以上问题总结了作者们的基本观点,供有关方面参考。  相似文献   

Sensitivity of GPS and GLONASS orbits with respect to resonant geopotential parameters     

D. Ineichen  G. Beutler  U. Hugentobler 《Journal of Geodesy》2003,77(7-8):478-486

The Center for Orbit Determination in Europe (CODE) has been involved in the processing of combined GPS/GLONASS data during the International GLONASS Experiment (IGEX). The resulting precise orbits were analyzed using the program SORBDT. Introducing one satellites positions as pseudo-observations, the program is capable of fitting orbital arcs through these positions using an orbit improvement procedure based on the numerical integration of the satellites orbit and its partial derivative with respect to the orbit parameters. For this study, the program was enhanced to estimate selected parameters of the Earths gravity field. The orbital periods of the GPS satellites are —in contrast to those of the GLONASS satellites – 2:1 commensurable (P _Sid:P _GPS) with the rotation period of the Earth. Therefore, resonance effects of the satellite motion with terms of the geopotential occur and they influence the estimation of these parameters. A sensitivity study of the GPS and GLONASS orbits with respect to the geopotential coefficients reveals that the correlations between different geopotential coefficients and the correlations of geopotential coefficients with other orbit parameters, in particular with solar radiation pressure parameters, are the crucial issues in this context. The estimation of the resonant geopotential terms is, in the case of GPS, hindered by correlations with the simultaneously estimated radiation pressure parameters. In the GLONASS case, arc lengths of several days allow the decorrelation of the two parameter types. The formal errors of the estimates based on the GLONASS orbits are a factor of 5 to 10 smaller for all resonant terms. AcknowledgmentsThe authors would like to thank all the organizations involved in the IGS and the IGEX campaign, in particular those operating an IGS or IGEX observation site and providing the indispensable data for precise orbit determination.  相似文献   

差分GPS水下立体定位系统   总被引：15，自引：3，他引：15  

王权  程鹏飞  章传银  王泽民  蔡艳辉  丁剑 《测绘科学》2006,31(5):18-19,21

差分GPS水下立体定位系统包括GPS差分基准站、GPS浮标、水下收发机、船基控制中心四部分。差分基准站提供GPS差分改正,实现浮标内置GPS高精度实时定位。GPS浮标完成水上和水下的集成,检测水下收发机发射的定位信号并测量信号到达的时间,同时将各种数据发送到船基控制中心。船基控制中心接收各个浮标的数据后实时解算水下收发机的位置,同时将结果发送给水下收发机。本文首先对系统的总体构成和各个部分的功能进行了介绍,然后详细推导了系统定位算法,最后结合系统试验情况给出了系统试验精度统计结果。  相似文献   

伪卫星技术及其应用   总被引：7，自引：0，他引：7  

黄声享  刘贤三  刘文建  曾怀恩 《测绘信息与工程》2006,31(2):49-51

简要介绍了伪卫星的基本概念及其作用,详细论述了伪卫星增强GPS系统,独立的伪卫星导航定位系统,基于伪卫星的逆向定位系统等三种工作模式,并对伪卫星应用的主要技术问题及解决思路进行了分析。  相似文献   

利用RPC模型进行IKONOS影像的精确定位   总被引：1，自引：0，他引：1  

刘军  王冬红  刘敬贤  李建国 《测绘科学技术学报》2006,23(3):228-231,234

研究了IKONOS卫星影像基于RPC模型的立体定位算法与区域网平差方法.针对立体定位计算过程中RPC(Rational Polynomial Coefficients)模型存在的系统性误差,给出了物方和像方补偿方案.实验结果表明,各种补偿方案均可有效消除RPC模型的系统误差,取得优于1.3 m的定位精度;区域网平差的定位精度可达1.1 m,是最理想的定位方法.  相似文献   

野外地质测量中手持GPS定位的误差分析   总被引：5，自引：0，他引：5  

刘少杰  宋在超  刘刚 《四川测绘》2006,29(1):11-14

GPS在工程测量、导航定位等应用中所具有的优越性和方便性使其应用越来越广泛。在野外地质测量中小巧方便的手持GPS机能够起到辅助定点和导航的重要作用,是新时期实现现代化数字地质调查的基础设备之一。但由于野外地形、树木等多路径环境因素的影响,其测量精度和应用受到限制。针对手持机的特点,通过实际测点分类统计分析各方面因素对误差产生的影响程度,进而得出修正方案,提高测量精度和实用性。  相似文献   

Surface Ice Flow Velocity and Tide Retrieval of the Amery Ice Shelf using Precise Point Positioning   总被引：8，自引：1，他引：8  

Xiaohong Zhang  Ole B. Andersen 《Journal of Geodesy》2006,80(4):171-176

Five days of continuous GPS observation data were collected in the frontal zone of the Amery ice shelf and subsequently post-processed using precise point position (PPP) technology based on precise orbit and clock products from the International GNSS service. The surface ice flow velocity of the observed point was derived from PPP to be 2.25 m/day toward the northeast with an azimuth of 41°. Major semi-diurnal and diurnal oceanic tide constituents could be recovered from the 5 days of PPP-derived height variations and compared well with a hydrodynamic ocean tide model. The PPP technique can replace double-difference GPS positioning in remote or hostile environments, and be used to retrieve the surface ice flow velocity without any reference station. Furthermore, the solution can be derived epoch-by-epoch with accuracy in the centimeters to decimeter range.  相似文献   

Single GPS receiver time-relative positioning with loop misclosure corrections     

Nicolas Balard  Rock Santerre  Marc Cocard  Stéphanie Bourgon 《GPS Solutions》2006,10(1):56-62

Time-relative positioning makes use of observations taken at two different epochs and stations with a single global positioning system (GPS) receiver to determine the position of the unknown station with respect to the known station. The limitation of this method is the degradation over time of the positioning accuracy due to the temporal variation of GPS errors (ionospheric delay, satellite clock corrections, satellite ephemerides, and tropospheric delay). The impact of these errors is significantly reduced by adding to the one-way move from the known to the unknown station, a back move to the known station. A loop misclosure is computed from the coordinates obtained at the known station at the beginning and at the end of the loop, and is used to correct the coordinates of the unknown station. The field tests, presented in this paper, show that using the loop misclosure corrections, time-relative positioning accuracy can be improved by about 60% when using single frequency data, and by about 40% with dual frequency data. For a 4-min processing interval (an 8-min loop) and a 95% probability level, errors remain under 20 cm for the horizontal components and 36 cm for the vertical component with single frequency data; and under 11 cm for the horizontal components and 29 cm for the vertical component with dual frequency data.  相似文献   

建筑物立面激光点云的定位     

郭英  卢秀山  王冬 《测绘学院学报》2006,(1)

车载式近景目标3维测量系统,采用激光扫描仪获取建筑物立面点云。激光点云仅具有扫描仪坐标系下的坐标,不便于其他数据融合进行3维建模。文中根据系统的特点和要求,通过建立相应的坐标系,利用已有或优化的坐标转换模型确定坐标系之间的坐标转换关系。依据基准点与载体平台GPS接收机之间同步观测数据将激光点云在扫描仪坐标系下的坐标经过多次坐标转换,得到基准点所在当地坐标系下的坐标。使系统实现了满足精度要求的建筑物立面激光点云的定位工作。  相似文献   

利用上海台阵对常熟2001年2002年震群的精定位   总被引：1，自引：0，他引：1  

寿海涛  朱元清  黄耘  朱国豪  钟卫星 《地震地磁观测与研究》2007,28(3):27-33

2001年6月上海台阵正式运行,上海台阵的建立提高了上海及周边地区的地震监测能力.本文着重在定位方法和震相判读上,充分利用上海台阵整体观测系统的优势和台阵独特的数据处理方法,对常熟2001年和2002年二次小地震序列进行了精确定位.对精确定位的结果进行了对比与分析,并以此为基础,对常熟地区及周边的地质构造等进行了解释与推断.  相似文献