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1.
从“数字地球”工程的引入开始,通过介绍GPS在“数字地球”工程几个领域中的应用,说明了GPS不可替代的重要地位。  相似文献   

2.
“奥星天网”GPS信息服务系统是建立在GPS车辆定位实时跟踪监控系统之上的综合系统。“奥星天网”是集GPS全球卫星定位技术、GSM全球数字移动通信技术、GIS地理信息技术及Internet网络技术、呼叫中心于一体的信息服务系统,通过GSM的短信息功能,将移动车辆上的GPS位置数据传送到监控中心,运用GIS的图形化管理查询功能对车辆进行调度管理,可覆盖130、139移动网络业务覆盖的区域。  相似文献   

3.
陈明东 《测绘通报》2019,(1):93-96,137
可降水量(PWV)表征大气中的水汽含量,本文利用福建省卫星导航定位基准服务系统(FJCORS)的GPS观测资料反演得到可降水量(GPS/PWV),通过与实测的高精度探空PWV资料进行对比发现,其相关系数达到0.98,与探空结果具有较好的一致性;平均偏差在1.10 mm以内,表明GPS/PWV资料具有较高的精度。在此基础上分析2018年第8号台风“玛莉亚”登陆福建前后的GPS/PWV变化特征及其与实际降水量的关系,结果表明,GPS/PWV资料能够很好地反映台风期间水汽的时空动态传输过程,并与降水之间具有良好的对应关系。  相似文献   

4.
“GPS测量原理及应用”课程是测绘工程专业的专业基础课程之一。文中介绍为改善课程的教学效果和提高教学质量,对“GPS测量原理及应用”课程的教学内容、教材建设、教学手段和实践性教学等方面进行调整与改革的研究。  相似文献   

5.
针对目前GPS通信网络中各种通信方式的选择,介绍各种通信方式的特点以及目前在GPS通信网络中的应用情况,并对以后的发展趋势进行评估。  相似文献   

6.
“伽利略”系统的构建进入实施阶段,为全球卫星导航定位系统形成三强鼎立格局拉开了序幕。“伽利略”与GPS、“格鲁纳斯”不仅平分秋色,还具备略胜一筹的优势。GPS 几十年的发展,实际上为其他卫星导航系统的建立奠定了一个良好的技术基础,也正是吸取了它的建设经验, “伽利略”系统才具备后发优势,更  相似文献   

7.
鼎足天下众所周知,目前世界上正在运行的卫星导航定位系统有:美国的GPS 系统、俄罗斯的“格鲁纳斯”系统、中国的“北斗星”系统。美国的GPS  相似文献   

8.
王显威  程晓  黄华兵  李展 《遥感学报》2013,(2):445-451,439,444
详细阐述了利用GLAS数据和GPS数据生成Dome-A地区DEM的方法。首先进行GLAS数据转化,便于与GPS数据结合,提出一种快速搜索GLAS和其光斑(Footprint)覆盖GPS点的算法,比较GLAS数据和GPS数据发现,均值差异最大为1.118m,最小为0.997m,而标准差稳定为5—6cm,在进行椭球变换修正之后,差值最大为0.405m,最小为0.284m;之后利用改进的角度限差法沿测线对GPS数据进行特征点提取,得到抽稀之后的数据;再利用抽稀之后的GPS数据和处理后的GLAS数据使用克里金插值方法生成研究区DEM。利用1199个GPS点和53个GLAS检验点对最后生成的DEM进行了精度分析,残差中误差为5cm,最大残差绝对值为12cm。利用原始GPS数据,原始GPS数据和GLAS数据,处理后GPS数据利用克立金插值方法分别生成了研究区的DEM,通过等高线提取分析以及检验点的误差分析,处理后的GPS数据生成的DEM要优于原始GPS数据的,证明GPS处理的必要性。  相似文献   

9.
经国家发改委批准,中国航天科工信息技术研究院的“高精度GPS应用产品产业化”项目,被列入2003年国家高技术产业化项目,成为研制与生产高精度GPS应用产品的“国家队”。  相似文献   

10.
导航电子地图的特点是比例尺大、精度高、道路属性全、POI信息丰富、带有交通管制信息。其主要应用对象是车载导航仪和各种手持导航设备(包括PNDs、PDAs、带GPS功能的手机和智能手机等),这两项硬件合计超过GPS硬件批发市场的50%以上。要预测中国的导航电子地图的市场前景,有必要考察一下国外特别是发达国家的市场状况。  相似文献   

11.
ABSTRACT

Establishing reliable elevation differences is imperative for most geoscience and engineering applications. This work has traditionally been accomplished through spirit leveling techniques; however, surveyors have been utilizing satellite positioning systems in measuring height differences for more than a decade. Yet the quality of these heights needs to be evaluated in order to adopt them in different applications. In this article, we present the outcome of an accuracy assessment of height differences obtained with static and RTK surveys. Twenty control points with an average baseline length of 1?km were occupied with dual-frequency GNSS receivers for different time periods. Collected signals were processed using open-source software and verified with an online processing tool. Heights were estimated by processing the GPS and the GLONASS data individually, and combined (i.e. GNSS). Height differences were determined and compared with those measured by spirit levels and corrected through geoid models. Best results were achieved by combining GPS and GLONASS solutions for both static and RTK surveys. Solutions with either GPS or GLONASS satellites were comparable, but in most cases, the GPS solutions performed better. For the static surveys, longer occupation provided much accurate height differences. Inconsistencies among 10 different RTK surveys were minimum for the GPS?+?GLONASS solutions and worst for the GLONASS solutions. The ANOVA, LSD, F, and χ² statistical tests confirmed our findings at the 95% confidence level.  相似文献   

12.
GPS signal diffraction modelling: the stochastic SIGMA-δ model   总被引:1,自引:0,他引:1  
The SIGMA-Δ model has been developed for stochastic modelling of global positioning system (GPS) signal diffraction errors in high precision GPS surveys. The basic information used in the SIGMA-Δ model is the measured carrier-to-noise power-density ratio (C/N0). Using the C/N0 data and a template technique, the proper variances are derived for all phase observations. Thus the quality of the measured phase is automatically assessed and if phase observations are suspected to be contaminated by diffraction effects they are weighted down in the least-squares adjustment. The ability of the SIGMA-Δ model to reduce signal diffraction effects is demonstrated on two static GPS surveys as well as on a kinematic high-precision GPS railway survey. In cases of severe signal diffraction the accuracy of the GPS positions is improved by more than 50% compared to standard GPS processing techniques. Received: 27 July 1998 / Accepted: 1 March 1999  相似文献   

13.
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   

14.
应用长江口区域GPS成果实现免验潮水深测量   总被引:1,自引:0,他引:1  
上海海事局海测大队在1998年已在沿黄浦江和长江口附近布设了GPS控制网,并计算了该地区的(似)大地水准面差距,最近已完成的GPS扩展网覆盖了整个长江口和杭州湾。这些GPS控制网为进行免验潮水深测量奠定了很好的基础。探讨了综合应用这些GPS控制成果进行免验潮水深测量需要考虑的GPS高程与吴淞零点高程的转换、GPS差分基准点的加密,以及采用GPS实时相位差分(RTK)技术实现免验潮水深测量,以提高海事应急测绘的反应能力。  相似文献   

15.
A GPS-Supported Gravity Survey in the Amazon of Ecuador   总被引:1,自引:0,他引:1  
The growing importance and effectiveness of the Global Positioning System (GPS) in positioning geophysical surveys is now well established. In Ecuador's Amazon basin the use of GPS was the determining factor in the successful completion of a gravity survey carried out in 1994. Over 500 gravity stations, spaced from 1 to 5 km apart and positioned by GPS, were collected in the jungle environment in the country's southeast, where the preexisting data, of variable and unknown quality, were mostly confined to areas along the major rivers. This station densification, which includes the reoccupation of selected points, contributed to increase the gravity coverage; it also allowed us to evaluate and correct 1100 preexisting data points in the area, so that the different surveys can be merged. The composite data set is used for a geologic analysis of the study area, where previously unknown structures are discovered. ? 1999 John Wiley & Sons, Inc.  相似文献   

16.
GPS相对定位的精度指标估计   总被引:1,自引:0,他引:1  
基于GPS相对定位数据处理的一般模型,导出了相对定位的几何精度指标,介绍了估计RDOP的算法及其正确性验证,给出了RDOP影响因素的研究结果  相似文献   

17.
Variances of GPS Phase Observations: The SIGMA-ɛ Model   总被引:4,自引:0,他引:4  
The noise term of GPS phase data can be calculated from the measured carrier-to-noise power density ratios (C/N0). The C/N0 values are used in the proposed SIGMA-ɛ model to calculate the variance matrix of double-differenced GPS phase data. Examples show the capability of this model to yield higher accuracies for GPS surveys than the use of the standard weighting scheme. Most importantly, the SIGMA-ɛ model allows the use of noisier phase data from very low elevation satellites to overcome poor satellite geometry problems. ? 1999 John Wiley & Sons, Inc.  相似文献   

18.
利用GPS定位技术建立隧道施工控制网,测量速度快、效益显著、精度高、成果可靠,宜于推广和应用。本文介绍隧道GPS施工控制网布网设计、观测设计、外业测量、数据处理后的结果精度和GPS测量的体会等。  相似文献   

19.
Precise terrain elevation information is required in various remote sensing and Engineering projects. There are many technologies to derive the terrain elevation information like GPS, ground surveys, LiDAR, Photogrammetry. GPS is the most widely used technology to obtain information due to its ease of operation. However the usage of ellipsoidal heights, i.e. with respect to WGS84 has limited usage in hydrological applications. GPS heights must be converted into orthometric heights for use in hydrological applications, and this requires geoid undulation information. These geoid undulations can be deduced from earth gravity models. There are various earth gravity models available for ready usage like EGM96, EGM2008, GFZ96 in the public domain. This paper discusses the improvements observed in deriving orthometric heights using EGM2008 over its predecessor model EGM96. The utilization of the new model in topographical mapping projects are also presented.  相似文献   

20.
Papandayan is an A-type active volcano located in the southern part of Garut Regency, about 70 km southeast of Bandung, Indonesia. Its earliest recorded eruption, and the most violent and devastating outburst, occurred in 1772. The latest eruptions occurred in the period from 11 November–8 December 2002, and consisted of phreatic, freatomagmatic, and magmatic types of eruption. During the latest eruption period, GPS surveys were conducted at several points inside and around the crater in a radial mode, using the reference point located at the Papandayan observatory, about 10 km from the crater. At the points closest to the erupting craters, GPS displacements up to a few decimeters were detected, whereas at the points outside the crater, the displacements were at the centimeter level. The magnitude of displacements observed at each point also showed a temporal variation according to the eruption characteristics. The results show that deformation during eruption tends to be local, e.g. just around the crater. The pressure source is difficult to be properly modeled from GPS results, due to the limited GPS data available and differences in topography, geological structure, and/or rheology related to each GPS station.  相似文献   

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