SVLBI用于大地测量的卫星轨道及其跟踪网设计_英文_
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EV EV--Globe 介绍介绍中国科学院遥感应用研究所北京国遥新天地信息技术有限公司2009-3-26目录EV-GLOBE综述 (4)EV-GLOBE技术特点 (4)可利用EV-GLOBE SDK开发的功能 (5)1.基础功能 (5)1.1三维浏览 (6)1.2漫游浏览 (6)1.3三维采点 (7)1.4地名查询 (7)1.5精确定位 (8)1.6距离量算 (8)1.7面积量算 (9)1.8通视分析 (9)1.9线段断面分析 (10)1.10折线断面分析 (10)2.空域仿真 (11)2.1显示三维空域 (11)2.2管理三维空域 (12)2.3空域空间统计 (12)2.4航迹管理 (13)2.5导航台监控报警 (13)2.6飞机下滑道监控报警 (14)2.7飞行器姿态控制 (14)3.雷达监控 (15)3.1布设雷达 (15)3.2动态扫描 (16)3.3动态监控 (17)4.卫星侦察 (18)4.1卫星追踪 (18)4.2卫星侦察 (19)5.作战指挥 (19)5.1作战部署 (19)6.后勤保障 (21)6.1电子沙盘 (21)6.2信息管理 (23)6.3信息查询 (23)6.4道路选优 (24)6.5二、三维对比浏览 (24)EV-GLOBE应用实例 (25)EV-GLOBE应用典型客户 (27)国遥新天地服务优势 (28)1.数据优势 (28)2.软件优势 (28)EV-Globe 综述EV-Globe 是北京国遥新天地信息技术有限公司开发的具有完全自主知识产权的三维空间信息系统软件平台。
EV-Globe 集成最新的地理信息和三维软件技术,具有大范围的、海量的、多源的(至少包括DEM 、DOM 、DLG 、三维模型数据和其它专题数据)数据一体化管理和快速三维实时漫游功能,支持三维空间查询、分析和运算,可与常规GIS 软件集成,提供全球范围基础影像资料,方便快速构建三维空间信息服务系统,亦可快速在二维GIS 系统完成向三维的扩展,是新一代的大型空间信息服务平台。
高精度VLBI技术及其在深空探测中的应用研究的中期报告1. 引言1.1 VLBI技术背景及意义VLBI(Very Long Baseline Interferometry,甚长基线干涉测量技术)是一种通过将位于地球不同位置的射电望远镜联合起来,形成一个等效直径相当于望远镜间距的巨大射电望远镜的技术。
这种技术能够实现对天体的极高分辨率观测,对于研究天体的精细结构具有重要意义。
随着我国深空探测任务的不断发展,高精度VLBI技术在测定探测器轨道、实现高精度定位等方面发挥着越来越重要的作用。
1.2 报告目的与结构本中期报告旨在对高精度VLBI技术及其在深空探测中的应用研究进行总结,分析现有技术的优缺点,探讨未来发展方向。
报告结构如下:•引言:介绍VLBI技术背景、意义以及报告目的和结构;•高精度VLBI技术原理及发展:阐述VLBI技术原理、关键技术创新以及国际发展现状;•高精度VLBI技术在深空探测中的应用:分析深空探测需求,列举应用案例,并进行效果分析;•我国高精度VLBI技术发展现状及挑战:回顾我国VLBI技术发展历程,分析在深空探测领域的应用及面临的挑战;•中期研究进展与成果:总结已取得的研究成果,指出存在的问题与改进方向;•未来工作计划与展望:提出下一步研究工作计划及长期目标;•结论:总结研究成果,对未来工作提出建议。
本报告旨在为我国高精度VLBI技术在深空探测领域的研究提供参考和指导。
2. 高精度VLBI技术原理及发展2.1 VLBI技术原理概述VLBI(Very Long Baseline Interferometry,甚长基线干涉测量技术)是一种射电天文学中用于观测天体的高精度测量技术。
该技术通过在全球范围内分散布置的多个射电望远镜组成一个超长基线的虚拟望远镜,从而实现对天体的高分辨率观测。
其基本原理是,不同位置的射电望远镜同时观测同一射电源,将各自接收到的信号记录在介质上,然后对这些信号进行互相关处理,得到干涉条纹,从而推算出射电源的位置、结构和运动状态。
01 总类01.001 测绘学surveying and mapping, SM01.002 中华人民共和国测绘法Law of Surveying and Mapping of the People's Republic of China01.003 测绘标准standards of surveying and mapping01.004 测量规范specifications of surveys01.005 地形图图式topographic map symbols01.006 大地测量学geodesy01.007 地球形状earth shape, figure of the earth01.008 重力基准网gravity standard network01.009 重力场gravity field01.010 地心坐标系geocentric coordinate system01.011 地球椭球earth ellipsoid01.012 大地原点geodetic origin01.013 水准原点leveling origin01.014测量标志survey mark01.015 测量觇标observation target01.016 高程基准height datum01.017 1954年北京坐标系Beijing geodetic coordinate system195401.018高程系统height system01.019平均海[体]面mean sea level01.020黄海平均海[水]面Huanghai mean sea level01.021海拔height above sea level01.022海军导航卫星系统Navy Navigation Satellite System,NNSS01.023 NA VSTAR全球定位系统NA VSTAR Global Positioning System,NA VSTAR GPS 01.024惯性测量系统inertial surveying system,ISS01.025摄影测量与遥感学photogrammetry and remote sensing01.026航空摄影测量aerophotogrammetry, aerial photogrammetry01.027航天摄影测量(又称“太空摄影测量”)space photogrammetry01.028非地形摄影测量non-topographic photogrammetry01.029水下摄影测量underwater photogrammetry01.030航空航天摄影aero—space photogrammetry01.031航空遥感aerial remote sensing01.032航天遥感space remote sensing01.033图像image01.034影像image, imagery01.035图形Graphics01.036判读(又称“判释”、“解译”)interpretation01.037模拟摄影测量analog photogrammetry01.038解析摄影测量analytical photogrammetry, numerical photogrammetry01.039 数字摄影测量digital photogrammetry01.040数字地图模型(又称“数值地型”)digital terrain model, DTM01.041遥感图象处理image processing of remote sensing01.042遥感模式识别pattern recognition of remote sensing01.043地图制图学(又称“地图学”)cartography01.044地理坐标网geographic graticule01.045经纬网fictitious graticule01.046方里网kilometer grid01.047邻带方里网grid of neighboring zone01.048坐标格网coordinate grid01.049地理坐标参考系geographical reference system,GEOREF01.050地图map01.051地形图topographic map01.052平面图plan01.053普通地图general map01.054专题地图thematic map01.055地图集atlas01.056地球仪globe01.057地图规范map specifications01.058地图生产map production01.059地图投影map projection01.060地图编制(又称“编图”)map compilation01.061地图复制map reproduction01.062地图印刷map printing01.063地图利用map use01.064地图量算cartometry01.065机助地图制图computer-aided cartography,computer-assisted cartography, CAC 01.066自动化制图automatic cartography01.067自动绘图automatic plotting01.068图形显示graphic display01.069遥感制图remote sensing mapping01.070地名学toponomastics, toponymy01.071地名geographical name, place name01.072工程测量学engineering surveying01.073比例尺scale01.074基本比例尺basic scale01.075等高线contour01.076等高距contour interval01.077测量平差survey adjustment,adjustment of observations01.078精度估计precision estimation01.079精[密]度precision01.080准确度accuracy01.081偶然误差accident error01.082系统误差systematic error01.083粗差gross error01.084常差constant error01.085多余观测redundant observation01.086闭合差closing error, closure01.087限差tolerance01.088相对误差relative error01.089绝对误差absolute error01.090中误差mean square error01.091误差椭圆error ellipse01.092边长中误差mean square error of side length01.093测角中误差mean square error of angle observation01.094方位角中误差mean square error of azimuth01.095坐标中误差mean square error of coordinate01.096点位中误差mean square error of a point01.097高程中误差mean square error of height01.098国土基础信息系统land base information system01.099大地控制数据库geodetic data base01.100重力数据库gravimetric data base01.101地形数据库topographic data base01.102地理信息系统geographical information system,GIS01.103地图数据库map data base01.104地图数据库管理系统cartographic data base management system01.105地名数据库place-name data base01.106地籍信息系统cadastral information system01.107土地信息系统land information system,LIS01.108制图专家系统cartographic expert system01.109海洋测绘hydrographic surveying and charting01.110测绘仪器instrument of surveying and mapping01.111大地测量仪器geodetic instrument01.112测距仪distance measuring instrument,rangefinder01.113重力仪gravimeter01.114定位系统positioning system01.115摄影测量仪器photogrammetric instrument01.116立体测图仪stereoplotter01.117数字摄影测量工作站digital photogrammetric station01.118全数字化自测图系统full digital automatic mapping system01.119图形输入设备graphic input unit01.120图形输出设备graphic output unit01.121中国测绘学会Chinese Society of Surveying and Mapping,CSSM01.122国际测绘联合会International Union of Surveying and Mapping,IUSM01.123国际测量师联合会Federation Internationale des Geometres,FIG(法语)01.124国际大地测量学与地球物理学International Union of Geodesy and Geophysics,IUGG01.125国际大地测量学协会International Association of Geodesy IAG01.126国际摄影测量与遥感学会International Society for Photogrammetry and Remote Sensing,ISPRS01.127国际地图学协会International Cartographic Association,ICA01.128 国际海道测量组织International Hydrography Organization, IHO02 大地测量学02.001大地测量geodetic surveying02.002几何大地测量学geometric geodesy02.003椭球面大地测量学ellipsoidal geodesy02.004大地天文学geodetic astronomy02.005物理大地测量学(又称“大地重力学”) physical geodesy02.006空间大地测量学space geodesy02.007卫星大地测量学satellite geodesy02.008动力大地测量学dynamic geodesy02.009海洋大地测量学marine geodesy02.010月面测量学lunar geodesy,selenodesy02.011行星测量学planetary geodesy02.012天文大地网(又称“国家大地网”)astro--geodetic network02.013参考椭球reference ellipsoid02.014贝塞尔椭球Bessel ellipsoid02.015海福德椭球Hayford ellipsoid02.016克拉索夫斯基椭球Krasovsky ellipsoid02.017参考椭球定位orientation of reference ellipsoid02.018大地基准geodetic datum02.019大地坐标系geodetic coordinate system02.020弧度测量arc measurement02.021拉普拉斯方位角Laplace azimuth02.022拉普拉斯点Laplace point02.023三角测量triangulation02.024三角点triangulation point02.025三角锁triangulation chain02.026三角网triangulation network02.027图形权倒数weight reciprocal of figure02.028菲列罗公式Ferreros formula02.029施赖伯全组合测角法Schreiber method in all combinations 02.030方向观测法method of direction observation,method by series 02.031测回observation set02.032归心元素elements of centering02.033归心改正correction for centering02.034水平折光差(又称“旁折光差”) h orizontal refraction error02.035基线测量base measurement02.036基线baseline02.037基线网base network02.038精密导线测量precise traversing02.039三角高程测量trigonometric leveling02.040三角高程网trigonometric leveling network02.041铅垂线plumb line02.042天顶距zenith distance02.043高度角elevation angle,altitude angle02.044垂直折光差vertical refraction error02.045垂直折光系数vertical refraction coefficient02.046国家水准网national leveling network02.047精密水准测量Precise leveling02.048水准面level surface02.049高程height02.050正高orthometric height02.051正常高normal height02.052力高dynamic height02.053地球位数geopotential number02.054水准点benchmark02.055水准路线leveling line02.056跨河水准测量river-crossing leveling02.057椭球长半径major radius of ellipsoid02.058椭球扁率flattening of ellipsoid02.059椭球偏心率eccentricity of ellipsoid02.060子午面meridian plane02.061子午圈meridian02.062卯酉圈prime vertical02.063平行圈parallel circle02.064法截面normal section02.065子午圈曲率半径radius of curvature in meridian02.066卯酉圈曲率半径radius of curvature in prime vertical02.067平均曲率半径mean radius of curvature02.068大地线geodesic02.069大地线微分方程differential equation of geodesic02.070大地坐标geodetic coordinate02.071大地经度geodetic longitude02.072大地纬度geodetic latitude02.073大地高geodetic height,ellipsoidal height02.074大地方位角geodetic azimuth02.075天文大地垂线偏差astro—geodetic deflection of the vertical02.076垂线偏差改正correction for deflection of the vertical02.077标高差改正correction for skew normals02.078截面差改正correction from normal section to geodetic02.079大地主题正解direct solution of geodetic problem02.080大地主题反解inverse solution of geodetic problem02.081高斯中纬度公式Gauss mid—latitude formula02.082贝塞尔大地主题解算公式Bessel formula for solution of geodetic problem 02.083高斯一克吕格投影Gauss-Kruger projection又称“高斯投影”。
几种GPS数据处理软件介绍三个著名的GPS数据处理软件介绍数据处理是GPS研究的一个重要内容。
目前,国际上广泛使用的GPS相对定位软件有:美国麻省理工学院(MIT)和加州大学圣地亚哥分校Scripps海洋研究所(SIO)研制的GAMIT/GLOBK,美国喷气推进实验室(JPL)研制的GIPSY/OASIS软件和瑞士BERNE大学研制的Bernese软件。
选用一种好的数据处理方法和软件对GPS数据结果影响很大。
在GPS静态定位领域中,几十公里以下的定位应用已经比较成熟,接收机的随机附带软件已经能够满足大多数的应用需要。
但是在GPS卫星定轨以及长距离、大面积的定位应用中,如洲际板块运动监测及会战联测中,这些随机附带软件就远远不能达到要求。
近年来,GPS定位理论和软件科学的发展促进了GPS定位软件的研发,一批满足不同应用需求的GPS 定位软件亦已面世。
尽管不同软件在数据处理方法上各有其特点,但它们的总体结构基本上是一致的,即由数据准备、轨道计算、模型改正、数据编辑和参数估计5部分组成。
数据准备:RINREX格式的数据转换为软件特有的数据格式;剔除一些不正常的观测值(如缺伪距或某个相位数据);根据测站的先验坐标、星历和伪距数据确定站钟偏差的先验值或站钟偏差多项式拟合系数的先验值。
轨道计算:将广播星历或精密星历改成标准轨道;如果需要改进轨道,则进行轨道积分,将卫星坐标及坐标对初始条件和其他待估参数的偏导写成列表形式。
模型改正:对观测值进行各种误差模型改正(对流层折射、潮汐、自转等)得到理论值及一阶偏导,从观测值中扣除这些理论值得到相应的验前观测残差。
数据编辑:修正相位观测值的周跳,剔除粗差。
参数估计:采用最小二乘或卡尔曼滤波估计,由编辑干净的非差观测值或双差观测值求解测站坐标、相位模糊度、(如果采用定轨或轨道松弛)卫星轨道改正值、地球自转和对流层湿分量天顶延迟等参数。
GAMIT/GLOBKGAMIT/GLOBK软件是MIT和SIO研制的GPS综合分析软件包,可以估计卫星轨道和地面测站的三维相对位置。
科学时报:VLBI——深空探测的重要手段中国探月工程首席科学家、中国科学院院士欧阳自远日前在接受《科学时报》记者采访时说,VLBI是首次参加航天工程,以前它主要是作天文观测。
在嫦娥工程中,它辅助我国现有的S频段航天测控网完成嫦娥一号的测轨工作。
工程规定的测轨误差要求是2%,但是此次嫦娥一号的测轨误差只有万分之三,可以说,VLBI功不可没。
以后VLBI也将成为我国深空探测的重要手段。
VLBI的工作原理是什么?在嫦娥一号的运行中,VLBI是如何工作的?本报特邀中国科学院院士叶叔华,中科院上海天文台研究员、嫦娥一期工程测控系统VLBI测轨分系统总体技术子系统主任设计师钱志瀚为我们揭开其中的秘密。
VLBI是甚长基线干涉测量(Very Long Baseline Interferometry)的英文缩写,它是当前天文学使用的一项高分辨率、高测量精度的观测技术,在天体物理方面主要应用于类星体、射电星系核、星际脉泽源等致密射电源毫角秒级的精细结构研究和精确定位等。
在天体和大地测量中,它在建立天球参考系、测定地球自转全部参数和地面参考系的基准点等方面具有不可取代的作用。
以我国学者为首,在国际合作中用VLBI测量银河系中心黑洞的边界和银河系精细结构的工作,近年来取得重大进展,赢得国际同行瞩目;在天球和地面参考系建立方面,上海和乌鲁木齐VLBI站多年以来是亚洲大陆的基准站之一。
由于VLBI技术具有很高的测角精度,所以自上世纪70年代起,也逐步应用于深空探测,典型的例子如:上世纪70年代美国阿波罗登月计划中对于月球车的运动路线测量和80年代美国和前苏联分别实施的金星大气风速测量中,均使用了VLBI技术,其测量精度分别达到了数米和几十厘米/秒。
又如:日本目前正利用VLBI技术测量月亮女神绕月卫星的精确轨道,以研究月球重力场。
中科院上海天文台自上世纪90年代起,也开始了VLBI应用于深空探测的研究,参加了多次国际合作的深空探测,如欧空局的惠更斯探测器与卡西尼宇宙飞船分离后飞向土卫六过程的VLBI测量。
VLBI空间大地测量技术原理简介与技术应用摘要:深长基线干涉测量(VLBI)是重要的空间大地测量技术,本文主要简要介绍了VLBI的大地测量原理,以及VLBI在大地测量方面的一些应用。
关键词:VLBI1.前言空间大地测量在近20多年中获得了长足的发展,以VLBI、SLR、GPS、LLRDORIS 等为主要标志的空间测量技术大大推动了大地测量学的发展,也大大富了大地测量学,特别是空间大地测量学的研究内容。
这些手段的应用将大加强大地测量控制网的强度和可靠性,尤其是在大尺度范围内,可大大改善度系统误差和其它系统误差的积累。
VLBI极高的相对精度和分辨率,大大提高了如大地测量定位、参考框架的连接、地球自转和极移监测、估计地壳运动和绘制河外射电源图像等许多任务的精度水平。
2. VLBI大地测量原理甚长基线干涉测量(Very Long Baseline Interferometry,VLBI )是本世纪六十年代末发展起来的一种全新的空间大地测量技术,它通过测定来自河外射电源的信号在两个接收天线之间的传播延时来精确求定地面点间的相对位置。
VLBI 测量的几何原理如下图所示:图2-1 VLBI几何原理图射电源辐射出的电磁波通过地球大气到达地面,由基线两端的天线接收。
由于地球自转,电磁波的波前到达两个天线的几何程差(除以光速就是时间延迟差)是不断改变的。
两路信号相关的结果就得到干涉条纹。
天线输出的信号进行低噪声高频放大后,经变频相继转换为中频信号和视频信号。
由于两天线到某一射电源的距离不同,有一路程差L ,则射电信号的同一波前到达两天线的时间也不相同,有一时间延迟g τ根据图2-1的几何关系:gC L τ⋅=(1)其中C 为真空中的光速。
若设_B 为天线1到天线2的基线矢量,K 为被观测的射电源方向的单位矢量,则有:⎪⎭⎫ ⎝⎛⋅-=-K B C g 1τ(2)其对时间的倒数即为延迟率:⎪⎭⎫ ⎝⎛⋅∂∂-=-K B t C g 1.τ(3)式(2)就是VLBI 从纯几何关系出发推出的时间延迟(几何延迟)。
深空探测器VLBI跟踪定位归算乔书波【期刊名称】《天文学报》【年(卷),期】2011(52)6【摘要】以我国嫦娥工程、萤火计划等深空探测计划为背景,通过理论分析、方法研究、软件研发、仿真检验和实测资料解析等,完成了基于VLBI、USB跟踪对欧空局Smart-1环月卫星和火星快车(MEX)卫星,以及我国嫦娥一号(CE-1)、嫦娥二号(CE-2)等卫星的定位归算;在理论模型研究、误差方程建立、法方程条件分析、约束方程选取、仿真数据检验、观测野值规避、参数解算稳定性的保障、实用软件编制和实测资料处理等方面均获得了进展.%In the background of the Chinese Lunar Exploration Project and the Yinghuo Project, through theoretical analysis, algorithm study, software development, data simulation, real data processing and so on, the positioning reductions of the European lunar satellite Smart-1 and Mars Express (MEX) satellite, as well as the Chinese Chang'e-1 (CE-1) and Chang'e-2 (CE-2) satellites are accomplished by using VLBI and USB tracking data in this dissertation. The progress is made in various aspects including the development of theoretical model, the construction of observation equation, the analysis of the condition of normal equation, the selection and determination of the constraint, the analysis of data simulation, the detection of outliers in observations, the maintenance of the stability of the solution of parameters, the development of the practical software system, the processing of the realtracking data and so on. The details of the research progress in this dissertation are written as follows:(1) The algorithm is analyzed concerning the positioning reduction of the deep space-craft based on VLBI tracking data. Through data simulation, it is analyzed for the effects of the bias in predicted orbit, the white noises and systematic errors in VLBI delays, and USB ranges on the positioning reduction of spacecraft. Results show that it is preferable to suppress the dispersion of positioning data points by applying the constraint of geocentric distance of spacecraft when there are only VLBI tracking data. The positioning solution is a biased estimate via observations of three VLBI stations. For the case of four tracking stations, the uncertainty of the constraint should be in accordance with the bias in the pre-dicted orbit. White noises in delays and ranges mainly result in dispersion of the sequence of positioning data points. If there is the systematic error of observations, the systematic offset of the positioning results is caused, and there are trend jumps in the shape of asymptotic line in the sequence of positioning points. When VLBI stations changed from three to four or vice versa, trend jumps could sometimes exist in the sequence of positioning points. The analysis could be as a reference to the follow-on Chinese Lunar Exploration Project and Yinghuo Project in the positioning reduction of spacecraft.(2) The tracking data of the MEX satellite by the Chinese VLBI Network (CVN) on 2007 May 30 are processed. The results show that using the delays in precision of nanoseconds in the satellite positioning reduction is more effective than the delay rates in precision of picoseconds per second, and thecontribution of the delay rates to the positioning is very limited. If the delays and their rates are jointly used in the positioning reduction, the correction to the adopted velocity should also be solved simultaneously with the position parameters. Otherwise the error in the priori velocity would directly influence the positioning precision. In order to improve the positioning precision of Martian satellite, it is very necessary for CVN to actively practice differential VLBI, same beam VLBI and so on. Then the systematic errors and the noise level of observations are further reduced.(3) Through positioning reduction, the trajectory monitoring of pivotal arcs of the CE-1 satellite is accomplished, including the arcs of maneuvers in the approaching stage, lunar capturing stage, circumlunar stage and the stage of controlled landing on the Moon. Especially, based on the tracking observations of radio ranges and VLBI delays of the CE-1 satellite during the controlled landing on the Moon on 2009 March 1, the landing trajectory, the epoch of the landing, and the coordinates of the landing point are determined by po-sitioning reduction. The three-dimensional positioning uncertainty is about 0.55 km. The trace determination of the rover on the lunar surface is made as planned in the follow-on Chinese lunar exploration project. To apply the constraint of geocentric distance is shown to be helpful to improve the positioning precision. It is worthy of paying close attention to the applications of the same beam VLBI technique, the digital lunar topographic model, and the detector-board observations between the lander and rover to the position/trace determination of the rover.(4) The trajectory evolution of the CE-2 satelliteis precisely monitored in a realtime mode during pivotal arcs such as the maneuvers in the lunar approaching stage, near the perilune, in the adjustment of the circumlunar orbit, and in the experiment of the circum-lunar orbit shift. Via positioning reduction, the successful capture of the CE-2 satellite by the Moon is quickly and accurately identified and concluded, and the precise monitoring of the 15 km orbit above the lunar surface is successfully realized. These laid the methods and software infrastructure, and accumulated practical experience in engineering and technol-ogy for the smooth and successful implementation of tasks in the follow-on Chinese lunar exploration projects.As shown in the following aspects, the researches in this dissertation are urgently ex-pected to be improved and supplemented.(1) Do some further simulations on the check of software and algorithm as well as some extra comparisons with associated software (Geodyn, OCCAM, Calc/Solve) in order to dis-close and improve shortcomings and limitations of the current software system.(2) Develop software modules for the correction of various observational errors related to the transmis-sion medium, quasi-clock bias and gravitational retardation, in particular, the correction of the quasi-clock uncertainty based on observations of extragalactic radio sources with known coordinates, for the enhancement of the systematicness and integrity of the current soft-ware. (3) Improve the function of the existing software on the reduction of observations of differential, phase referencing and same beam VLBI with simulation and real data tests. (4) Investigate the application of Kalman filter to the positioning reduction of deep spaceprobes and develop related software systems.In summary, the progress in this dissertation is made in the positioning reduction of deep space probes tracked by VLBI concerning the algorithm study, software development, real observation processing and so on, while a further study is still urgent and arduous.【总页数】3页(P539-541)【作者】乔书波【作者单位】中国科学院上海天文台上海200030【正文语种】中文【相关文献】1.同波束VLBI技术在深空探测器测定轨中的应用 [J], 刘庆会2.基于我国VLBI网航天器定位归算仿真分析 [J], 李金岭;乔书波;刘鹂;郭丽;钱志瀚3.中国VLBI网火星快车卫星跟踪资料的定位归算 [J], 李金岭;刘鹂;马茂莉;蒋栋荣;钱志瀚4.VLBI跟踪测量技术研究 [J], 檀祝根;陈永强5.利用VLBI技术进行深空航天器跟踪的仿真分析 [J], 孙靖;王美;平劲松;因版权原因,仅展示原文概要,查看原文内容请购买。
Geo-spatial Information Science 11(1):6-12 V olume 11, Issue 1 DOI 10.1007/s11806-007-0160-7 March 2008Article ID:1009-5020(2008)01-006-07 Document code: A Design of Geodetic SVLBI Satellite Orbit and Its Tracking NetworkWEI Erhu LIU Jingnan KULKARNI M. N. FREY SándorAbstract SVLBI (space very long baseline interferometry) has some important potential applications in geodesy and geodynam-ics, for which one of the most difficult tasks is to precisely determine the orbit of an SVLBI satellite. This work studies several technologies that will possibly be able to determine the orbit of a space VLBI satellite. Then, according to the types and charac-teristics of the satellite and the requirements for geodetic study and the geometry of the GNSS (GPS, GALILEO) satellite to track the space VLBI satellite, the six Keplerian elements of the SVLBI satellite (TEST-SVLBI) are determined. A program is designed to analyze the coverage area of space of different altitudes by the stations of the network, with which the tracking network of TEST-SVLBI is designed. The efficiency of tracking TEST-SVLBI by the network is studied, and the results are presented. Keywords SVLBI; precise orbit determination; orbit design; tracking networkCLC number P228.6IntroductionThe unique radio astronomical technique of SVLBI is an extension of the ground-based VLBI into space. It has some important potential applica-tions in geodesy and geodynamics, including the definition, practical realization, and the interconnec-tion of different reference frames, determining the geocentric positions of VLBI stations, estimation of the gravity field of the Earth, and satellite orbit de-termination using the delay and delay rate observ-ables. With the launching of the first SVLBI satellite of the VLBI Space Observatory Program (VSOP) of Japan in February 1997, this technique has become a reality. An international team of scientists, working under the auspices of the FÖMI Satellite Geodesy Observatory in Hungary, has designed the GEDEX[1], for the purpose of exploring the feasibility of the geodetic applications of SVLBI. However, several major problems also exist. It is not suitable for geo-detic and geodynamic study, which requires precise tracking capabilities resulting in cm orbit accuracy. However, the orbit determination of HALCA is ac-curate to 2-5 m[2], and it is quite difficult to be ac-curate to 10 cm.At present, there is no dedicated research on the design of the orbit of geodetic and geodynamic SVLBI satellite, hence this work studies several tech-nologies that will possibly be able to determine the orbit of the space VLBI satellite. Then, according to the types and characteristics of the satellite and the requirements of precise orbit determination for the SVLBI satellite (TEST-SVLBI), the six Keplerian elements are determined. Also, the tracking network of the TEST-SVLBI is designed.WEI Erhu, et al./Design of Geodetic SVLBI Satellite (7)1 Orbit determination accuracyand techniques of SVLBI sat-elliteIn the report prepared by the RADIOASTRON Navigation, Astrometry and Geodesy (NAG) Work-ing Group about the precise navigation of the SVLBI satellite[3], the following orbit determination accuracy requirements have been specified.1) Standard orbit: required accuracy better than 1 000 m, for satellite control, orbit prediction, track-ing and data communication.2) Precise orbit: required accuracy better than 50 m, for processing ground-to-space VLBI data, and most astrometric applications.3) Highly precise orbit: required accuracy better than 1 m, for geodetic and some astrometric applica-tions; required accuracy better than 0.1 m, for geo-dynamic applications.Several simulation studies have been reported for precise orbit determination for the different orbit con-figurations possible for the SVLBI satellites, from which the following tracking techniques and data types have evolved as some of the possible choices for pre-cise orbit determination of the SVLBI satellites[3].Data link between the satellite and the telemetry and/or observing ground stations: range and range rate; VLBI observations: time delay and delay rate; micro-wave tracking systems: precise range and range-rate equipment (PRARE); difference of range (DOR) tracking: range difference and difference rate; differ-ence VLBI: angular distance between a radio source and the satellite, and its change rate; Laser ranging: two way ranges and one way ranges; on-board micro accelerometer: non-gravitational perturbing forces on the satellite; global positioning system (GPS) tracking. For both SVLBI missions, VSOP and RADIOAS- TRON, a global network of tracking stations with in-ternational collaboration is being established[4,5].2 On precise orbit technologiesof SVLBI satelliteIn the following, according to the requirement of less additional establishments to determine the orbit of an SVLBI satellite with high precision, several technologies are studied.2.1 GPSEver since the introduction of GPS technology, a revolutionary effect to the traditional survey and navigation has been brought forward, and it has also become an important means to precisely determine the orbit of low-orbit satellites. However, at present, a satellite withan onboard GPS receiver generally uses the relative positioning method (based on an OTF method) to deal with the double differential ambiguity. Therefore, it needs to arrange a network with a cer-tain density of GPS base stations, which will greatly increase the human, material and financial input, and the intense difficulty in laying the global terrestrial base stations. In addition, the SVLBI baseline length may be 1 000-10 000 km, and the OTF may no longer work well, hence the precision of the SVLBI satellite orbits determined by GPS positioning will sharply decline.In 1997, Zumbeger introduced the single point pre-cise positioning technology (PPP). Reference [4] has discussed the geometric PPP orbit determination of the CHAMP satellite from onboard GPS data. The result has shown that the accuracy on radial is 30-40 cm, and on tangent or normal is both 10-20 cm. Also, the paper has analyzed the dynamic orbit smoothing based on the PPP, and has presented a semi-parameter orbit smoothing method that uses a non-parameter item to absorb dynamic error. The result has shown that the accuracy on radial, on tangent and normal directions are respectively less than 18 cm, 8 cm and 12 cm. To use a GPS system for precise orbit determination of an SVLBI satellite, we downloaded the broadcasting ephemeris documents of a GPS satellite at 0:00 a.m. on July 21, 2005 1:58 (GPS time) from the NASA website, in RINEX format, from which the Keplerian orbital parameters of GPS satellites are extracted.2.2 GalileoThe lack of redundant satellites is one of the obsta-cles for satellite orbit determination with an on-board GPS system. The characteristics of higher orbit posi-tions (24 000 km) and a large number of satellites (27) of the Galileo system will be very helpful for orbitGeo-spatial Information Science 11(1):6-128determination of SVLBI satellites with on-board Galileo receivers, on the one hand, in the same orbit altitude to receive more navigation satellite signals for improving the accuracy of orbits; and on the other hand, to receive adequate navigation satellite signals at a higher orbit. To use the Galileo system for precise orbit determination of SVLBI satellites, we have ex-tracted the relevant satellite Keplerian orbital parame-ters (orbital moment: 2004-01-01T00:00:00UTCG) from /.3 Coverage of tracking networkand software3.1 Coverage of tracking networkThe scope of a tracking network is a space cover-age scope tracked by the network, which is an impor-tant indicator to measure the quality of the designed network.The work region of the tracking network is the space tracking region that the stations of the network can provide tracking and communications service to the satellites. The work region coverage of the net-work is the projection of the space tracking region on the surface of the Earth. The Earth is not a body in mathematical rules, to whose surface the direct pro-jection cannot be processed. However, the surface of the Earth is close to a spheroid or ellipsoid ball, to which the work region of the network can be pro-jected and simply calculated [7].The satellite is tracked at an elevation angle α; the smaller the α is, the longer trails the atmospheric waves across, but the greater the waves decay, and therefore the useful signals received by the tracking stations are weakened. To ensure the communications and tracking efficiency of the tracking stations to the satellite, a lower limit δ is often given, which is gen-erally δ=5˚-10˚. When α≤δ, the communication of the stations are considered invalid. Then the corre-sponding space tracking region by tracking stations is shown in Fig.1. The projected spherical coverage is the circle on the spheroid surface whose center is a tracking station with a spherical radius to S 1′ or S 2′ on the ball surface. At an altitude H of the satellite,the ground cover is shown in Fig.2.Fig.1Space tracking region by a stationFig.2 The ground covered by a satelliteThen the Earth center angle β is:cos arccos R R Hδβδ⎛⎞=−⎜⎟+⎝⎠(1) With the surface area calculation formula, we can extrapolate surface area S (A ) covering the ball:2()2(cos )2(1cos )S A R R R R ββ=π−=π− (2)We use the Mercator’s projection to convert spherical maps to a plane. 3.2 SoftwareWe have edited the NET-CovPlot software to cal-culate and map the ground coverage of the work area of tracking network, to facilitate the visualization de-sign of the tracking network for space vehicles in different heights. The software’s diagram is shown in Fig.3.4 Parameters and types of satel-lite orbit4.1 Satellite orbit parametersIn the artificial satellite orbit theory, the six Keple-WEI Erhu, et al./Design of Geodetic SVLBI Satellite …9Fig.3 Software diagramrian parameters are often used to describe the shape, the size and the orientation in space of the elliptical orbit to determine the location of the satellite, which are listed in Table 1.Table 1 Orbit Parameters of man-made satellite Orbit parameters FunctionSemi-maj.: a Eccentricity: e Describe the shape and size of the orbitInclination: i RA of node: ΩDescribe the position of the orbit planeArg. of perigee: ωDescribe the orientation in spaceof the elliptical orbit in the orbitplaneMean anomaly: M Describe the position of the sat-ellite in the orbit4.2 The types of satellite orbitWith the linking of the satellite and the Earth cen-ter, the intersection point of the linking line and ground surface is called a sub satellite point. When the sub satellite points are linked, they will form a track on the ground, which is called sub satellite point trajectory. By the satellite’s orbital elements and the characteristics of sub satellite point trajectory, and within the earth gravitational condition, the satellite orbit can be divided into the categories[8]:1) sorting by eccentricity of the orbit;2) sorting by inclination of the orbit;3) sorting by height of the orbit;4) sorting by the moving angular velocity of the orbit plane;5) sorting by the repetition of the sub satellite point trajectory;6) sorting by the relationship between earth rota-tion and satellite orbital cycle. 5 Design of SVLBI satellite orbit 5.1 Shape and sizeThe SVLBI satellite is required to meet the needs of geodesy and astrometry, so it is classified as an ex-ploration satellite of spatial science, which generally uses an elliptical orbit with large eccentricity[8].To select the altitude of the perigee, on the one hand, a lower altitude is needed, so that the SVLBI antenna and ground VLBI antenna can formulate the baseline with the larger changes in length, which is conducive to the full coverage of the u-v plane of the radio source; on the other hand, if the perigee altitude is too low, the orbit will be affected by the ionosphere, which is the outermost part of the earth's atmosphere with an altitude of 60-1 000 km. Above this, the electronic density is quite low[9]. Therefore, the alti-tude choice of the perigee can be 1 000 km.The higher the apogee altitude, the higher is the resolution of the radio source. However, for the satel-lite orbit determination by PPP of the GNSS system, the GNSS tracking time efficiency should also be considered. With GPS and Galileo satellites, we have summarized the positioning PDOP of the HALCA satellite in one orbit cycle, from UTC 07 h 35 m 46.104 s to 13 h 53 m 12.352 s of 2003 Jan.1, which is before the time that HALCA stopped sending data. The orbit parameters of HALCA can be found in References [5,10]. The statistics of the positioning PDOP of the HALCA satellite by GPS and Galileo in one orbit cycle is shown in Fig.4, from which the conclusions are drawn and shown in Table 2 and Ta-ble 3. When the number of the tracking Galileo or GPSsatellites is less than 4, then PDOP is 0.Fig.4 Positioning PDOP of HALCA by GPS and GalileoGeo-spatial Information Science 11(1):6-12 10Table 2 Statistics of positioning by GPSAltitude/km ∧10 500 10 500-11 000 ∨11 000By GPS All the time Partial time Never Table 3 Statistics of positioning by GalileoAltitude/km ∧14 650 14 650-20 000 ∨20 000By Galileo All the time Partial time NeverTo accurately design the apogee height, it would involve several other orbital parameters. Therefore, the satellite’s apogee height will be determined after the determination of other parameters.5.2 Choice of the repetition of the satellitetrajectoryOne of the developing directions of ICRF is to ex-pand the number and spatial distribution of the radio source, and the task of SVLBI requires observations and definition of the possible radio sources covering the space in all directions to increase the measuring quantity and to improve the geometric precision. In this way, it is better to choose the non-return of cy-clical repetition orbit track.5.3 Parameters ω, Ω and M1) Argument of perigee: ω. The argument of peri-gee determines the orientation of the orbital plane and the perigee position, which is changing or be selected in the 0°-360°. An important task to design SVLBI satellites is to increase the observation coverage of the radio source by the Southern Hemisphere ground VLBI.From the north-south direction of the orbit, the apogee should be selected in the most southern part of the orbit, so the perigee is to the most northern end. In this way, in one orbit cycle of the satellite, most of the time is taken for the sky observation in the south-ern hemisphere. Therefore, it is argued that the peri-gee should be 90°.2) RA of node (Ω) and mean anomaly (M). The right ascension of node (Ω) determines the orbit loca-tion in the orbital plane. The mean anomaly (M) de-termines the location of satellites in the orbit at any moment. Both of these change in 0°-360°, so we can only choose the initial value for them.Based on the above analysis, ω, Ω and M are changing, which can only be designed at a particular moment. For example, the moment of orbit parame-ters is selected to be (1 Jan. 2006, 00 h 00 m 00.00 s, UTC), when Ω is 193.24 822 °, ω is 90°, and M is 100°.5.4 Altitude design of the apogeeThe orbital altitude of Galileo satellites is higher than that of GPS, and we focus on the use of the Galileo system to precisely determine SVLBI orbitand determination of the apogee altitude. So we will select the apogee height between 15 000 km and 20 000 km, based on orbit determination efficiency with the Galileo system, and the other parameters remain unchanged. The conclusions are listed in Ta-ble 4. So, the apogee altitude should be 15 000 km.Table 4 Orbit determination efficiencyOrbit determining technology and effi-ciency(one orbit cycle)/%ApogeealtitudeGalileo GPS15 000 km100 71.7820 000 km55.1 31.9 6 Orbit direction and inclinationThe choice of the direct orbit is helpful to reduce energy requirements of vehicles with Earth rotation speed[7]. Also, this direct orbit can extend the obser-vation time of SVLBI and ground VLBI station an-tenna by using the Earth’s rotation, and so the quan-tity of observations is increased.The orbital inclination of the SVLBI satellite de-termines the location of the orbit plane. The choice conditions must meet the requirements that it is most likely to determine the SVLBI satellite orbit with theon-board GNSS system. To determine the orbit incli-nation, we will select an orbital plane inclination from 0 to 90° at a step of 5°, for each of which the positioning time coverage efficiency and the mean PDOP in a cycle positioned by Galileo and GPS sat-ellites are calculated respectively. The conclusions are listed in Fig.5 and Fig.6. The result shows that the or-bital inclination should be 50°. The final determined parameters of the satellite TEST-SVLBI are listed in Table 5.WEI Erhu, et al./Design of Geodetic SVLBI Satellite …11Fig.5 Positioning efficiency of TEST-SVLBI by GPSand GalileoFig.6 Mean positioning PDOP of TEST-SVLBI byGPS and Galileo Table 5 Orbital parameters of TEST-SVLBI Orbital parametersValueSemi-maj.: a /km 14 378.137 Eccentricity: e 0.486 850 278Inclination: i 50 RA of node: Ω/(°) 193.248 22 Arg. of perigee: ω/(°) 90 Mean anomaly: M /(°) 100 Orbit time: UTC Jan.2006 00:00:00.007 Design of tracking network7.1 Coverage efficiency of VSOP networkIn the VSOP of Japan, the observation data on HALCA satellite is received and recorded by the 5 tracking stations on the Earth (Fig.7), which are Usuda in Japan, Green Bank in the USA and the three DSN stations (Goldstone in the USA, Tidbinbilla in Australia, and Madrid in Spain). The orbit period of HALCA and TEST-SVLBI is 6.3 h and 4.8 h, respec-tively, and the simulation time period should be a common multiple of a satellite period and an earth rotation period [11]. Therefore, for HALCA and TEST-SVLBI, the simulation time period should be 21 d and 1 d. With Net-covPlot, the time coverage ef-ficiency for them are only 75.23% and 70.04%, re-spectively.Fig.7 5 tracking stations of VSOP7.2 Design of the tracking networkWith Eqs.(1) and (2), we have calculated the leastnumber of tracking stations for TEST-SVLBI to be 3.7. However, with the ground realities of land distribu-tion, limitation of ground coverage and the complex shape of the earth, we must choose the overlapping coverage areas to meet global coverage. In this case, the initial choice is six tracking stations. Second, when we choose the tracking station close to the in-ternational ones, we adopt them. Therefore, the six designed stations are Beijing, Namibia, South Amer-ica, Goldstone, Madrid and Tidbinbilla, the latter three stations of which are from the international sta-tions. The coverage results are shown in Fig.8, the shadow areas of which are for tracking blind areasthat cover only 5% of the global area.Fig.8 Tracking ground by the designed networkWith the designed tracking network above, the time coverage efficiency for HALCA and TEST- SVLBI are 92.61% and 93.51%, respectively.8 ConclusionsWhen SVLBI technology is used for geodetic and geodynamic study, one of the most difficult tasks is the precise determination of the satellite orbit. BasedGeo-spatial Information Science 11(1):6-12 12on the classification of satellite orbits and observation geometry condition of GNSS (GPS and Galileo satel-lites) to determine the orbit of SVLBI, the six Keple-rian parameters of the SVLBI satellite are designed. With the developed software to design the satellite orbit tracking network, the remote tracking network for the SVLBI satellite is simulated, whose tracking efficiency is studied and given. This investigation presents the orbit design method of geodetic and geodynamic space VLBI satellites, which is quite important in selecting the suitable geodetic and geo-dynamic space VLBI satellite and to study the spatial geodesy method.Before the launch of the SVLBI satellite, its Ke-plerian parameters should be determined with the changing of the GNSS satellite, and if possible, with the coverage of SLR stations and the global ground VLBI network constantly. Second, it is necessary to do further research on the attitude control, laser re-flector lens, solar panels and the installation of an an-tenna structure and other physical properties of the SVLBI satellite.References[1] Kulkarni M N, Ádám J, Fejes I, et al. (1997) Geodesydemonstration experiment (GEDEX) for space VLBI: state of the art and software development[OL]. http://sgo.fomi.hu/files/gedex-rio97.pdf[2] Frey S, Meyer U, Fejes I, et al. (2002) Geodetic spaceVLBI: the first test observations[J]. Adv Space Res, 30(2): 357-361 [3] NAG (1989) Precise orbit determination of RADIOA-STRON [R]. Report of the RADIOASTRON NAG Group to the Eighth RADIOASTRON Meeting, Greenbank, WV [4] Altunin V (1991) RADIOASTRON tracking stations[C].The Twelfth RADIOASTRON Meeting, Sydney, Austra-lia[5] Shen Zhiqiang (1998) Progress in space VLBI science [J].Progress in Astronomy, 16(2): 117-134 (in Chinese)[6] Liu Jingnan, Zhao Qile, Zhang Xiaohong (2004) Geomet-ric orbit determination of CHAMP satellite and dynamic models’ compensation during orbit smoothing[J]. Geo-matics and Information Science of Wuhan University, 29(1):1-6(in Chinese)[7] Bian Shaofeng, Li Wenkui (2005) Generality of satellitenavigation systems [M]. Beijing: Publishing House of Electronics Industry (in Chinese)[8] Wang Xiji, Li Dayao(1997) Design of satellite [M].Shanghai: Scientific and Technical Publishers (in Chinese) [9] Liu Jiyu (2003) The principles and methods of GPS satel-lite navigation GPS [M]. Beijing: Science Press (in Chi-nese)[10] Kulkarni M N (2003) Numerical simulations for geodeticparameter estimation from space VLBI data[C]. IUGG 2003,Sapporo, Jappan[11] Yang Ying, Wang Qi(2005) The applications of STK inthe simulation of computer [M]. Beijing: National De-fense Industry Press (in Chinese)[12] Liu Jingnan,Wei Erhu(2005) Effection and key technolo-gies for China to project radio satellite[J].Geomatics and Information Science of Wuhan University, 30(10): 847- 852。