The principle of the positioning system based on communication satellites

来源 :Science in China(Series G:Physics,Mechanics & Astronomy) | 被引量 : 0次 | 上传用户:SRoo09
下载到本地 , 更方便阅读
声明 : 本文档内容版权归属内容提供方 , 如果您对本文有版权争议 , 可与客服联系进行内容授权或下架
论文部分内容阅读
It is a long dream to realize the communication and navigation functionality in a satellite system in the world. This paper introduces how to establish the system, a positioning system based on communication satellites called Chinese Area Positioning System (CAPS). Instead of the typical navigation satellites, the communication satellites are configured firstly to transfer navigation signals from ground stations, and can be used to obtain service of the positioning, velocity and time, and to achieve the function of navigation and positioning. Some key technique issues should be first solved; they include the accuracy position determination and orbit prediction of the communication satellites, the measur- ing and calculation of transfer time of the signals, the carrier frequency drift in communication satellite signal transfer, how to improve the geometrical configuration of the constellation in the system, and the integration of navigation & communication. Several innovative methods are developed to make the new system have full functions of navigation and communication. Based on the development of crucial techniques and methods, the CAPS demonstration system has been designed and developed. Four communication satellites in the geosynchronous orbit (GEO) located at 87.5°E, 110.5°E, 134°E, 142°E and barometric altimetry are used in the CAPS system. The GEO satellites located at 134°E and 142°E are decommissioned GEO (DGEO) satellites. C-band is used as the navigation band. Dual frequency at C1=4143.15 MHz and C2=3826.02 MHz as well as dual codes with standard code (CA code and precision code (P code)) are adopted. The ground segment consists of five ground stations; the master station is in Lintong, Xi’an. The ground stations take a lot of responsibilities, including monitor and management of the operation of all system components, determination of the satellite position and prediction of the satellite orbit, accomplishment of the virtual atomic clock measurement, transmission and receiving navigation signals to and from each satellite. In the north, the south, the east, the west and the center of Chinese main land, the function of CAPS demonstration system is checked and measured. In cars and on board the system is also checked and measured. The results are as follow: CA-code, horizontal positioning accuracy, 15-25 m (1σ), vertical, 1-3 m; P-code, horizontal positioning accuracy, 8-10 m (1σ), vertical, 1-3 m; velocity accuracy, CA-code, 0.13-0.30 m/s, P-code, 0.15-0.17 m/s; time accuracy, CA-code, 160 ns, P-code, 13 ns; determination accuracy of orbit ≤2 m. About 20 million US $ and two years are spent for the development of demonstration. A complete CAPS system is now being established. It is a long dream to realize the communication and navigation functionality in a satellite system in the world. Instead paper the how to establish the system, a positioning system based on communication satellites called Chinese Area Positioning System (CAPS). satellites, the communication satellites are configured first to transfer navigation signals from ground stations, and can be used to obtain service of the positioning, velocity and time, and to achieve the function of navigation and positioning. some key technique issues should be first solved; they include the accuracy position determination and orbit prediction of the communication satellites, the measur- ing and calculation of transfer time of the signals, the carrier frequency drift in communication satellite signal transfer, how to improve the geometrical configuration of the constellation in the system, and the integration of navigation & communication. Several innovative methods ar based on the development of crucial techniques and methods, the CAPS demonstration system has been designed and developed. Four communication satellites in the geosynchronous orbit (GEO) located at 87.5 ° E , 110.5 ° E, 134 ° E, 142 ° E and barometric altimetry are used in the CAPS system. The GEO satellites located at 134 ° E and 142 ° E are decommissioned GEO (DGEO) satellites. C-band is used as the navigation band. Dual frequency at C1 = 4143.15 MHz and C2 = 3826.02 MHz as well as dual codes with standard code (CA code and precision code (P code)) are adopted. The ground segment consists of five ground stations; the master station is in Lintong, Xi’an. The ground stations take a lot of responsibilities, including monitor and management of the operation of all system components, determination of the satellite position and prediction of the satellite orbit, accomplishment of the virtual atomic clock measure ment, transmission and receiving navigation signals to and from each satellite. In the north, the south, the east, the west and the center of Chinese main land, the function of CAPS demonstration system is checked and measured. The results are as follows: CA-code, horizontal positioning accuracy, 15-25 m (1σ), vertical, 1-3 m; P-code, horizontal positioning accuracy, 8-10 m vertical, 1-3 m; velocity accuracy, CA-code, 0.13-0.30 m / s, P-code, 0.15-0.17 m / s; time accuracy, CA-code, 160 ns, P-code, 13 ns; accuracy of orbit ≤2 m. About 20 million US $ and two years are spent for the development of demonstration. A complete CAPS system is now established.
其他文献
多边形有限元法能在节点数为n的多边形区域(n≥3)构造满足插值条件的形函数,对于计算网格具有很好的适应性。在模拟裂纹扩展的问题中,网格需要不断更新以准确的描述变化的几何
岩土材料在塑性变形过程中,塑性功不能完全耗散,而是一部分以自由能的形式储存起来。本文分析了最大塑性功原理和最大熵产生率原理的关系和相关联流动法则不适用于岩土材料的原
会议
在综合考虑材料和几何非线性的基础上进行了钢管混凝土柱-钢梁平面框架滞回性能的全过程数值模拟。核心混凝土采用考虑钢管约束效应的应力-应变关系,钢材采用线性强化模型。基
会议
通过应用复变函数理论,对Dugdale模型的动态扩展问题进行研究。采用自相似函数的方法可以将所讨论的问题转化为Riemann-Hilbert问题,然后应用Muskhelishvili方法就可以得到运动
会议
以存在大范围运动的矩形板为研究对象,使用有限元离散方法,通过几何非线性位移和应变关系导出板的耦合形函数,通过Kane方法导出了含动力刚化项的动力学方程,并应用数值仿真证实了
本文从理论和数值计算两方面细致研究了网格剖分、力学边界条件和计算范围对塑性极限有限元法计算精度的影响,同时探讨了计算所得应力场的特性。通过计算分析表明:Mohr-Coulomb
会议
混凝土结构的安全性和稳定性理论研究具有十分重要的意义。本文以τ2屈服准则的基础上,建立了修正的两个参数的双剪切强度理论,通过给出材料的极限强度比,表明不同的强度理论适
会议
提出基于固定界面子结构中高阶模态的双协调结构模态精确综合方法。首先用固定界面子结构的中高阶模态与精确剩余约束模态表达子结构位移;再利用界面力与位移的协调关系进一
会议
从结构连接件孔边峰值应力入手,找到了峰值应力和载荷传递系数之间的关系,进而定义了压缩载荷修正系数。形成了拉压载荷作用下结构连接件疲劳分析的DFR法。
扩展有限元法是一种在常规有限元框架内求解不连续问题的新型数值方法。研究了扩展有限元法模拟裂纹扩展的一些影响因素,得到了以下结论:Δα(裂纹扩展增量)≥γJΑ0.5(J积分区
会议