虚拟参考站
- 网络virtual reference station;VRs
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虚拟参考站技术在管线测量中的应用
Application of VRS Technology in the Pipeline Surveying
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根据虚拟参考站观测方程,本文进行了非空间相关误差的消除与减弱、空间相关误差的分类提取与内插方法研究。
Base on the VRS observation equation , the article research on the remove and weaken the effects of the non-space-correlate errors , and both the classified distill and the Interpolation Method of space-correlate errors . 2 .
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基于虚拟参考站GPS测量数学模型的建立
Establishment of Mathematics Model Based on Virtual Reference Station of GPS Surveying
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GPS虚拟参考站原理及实测精度验证分析
The principle of GPS Virtual Reference Station and the testing and analysis of actual measured accuracy
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介绍了虚拟参考站系统的组成、工作原理及优势,并研究开发了一套基于VRS技术的GPS接收系统。
The Virtual Reference Station ( VRS ) 's components , principle of operation and its advantages were discussed .
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虚拟参考站(VRS)在汶川地震灾区应急测绘基准建设中的应用
Application of VRS for Construct Emergency Benchmark of Surveying and Mapping in Wenchuan Earthquake Areas
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基于RTCM数据格式的虚拟参考站技术算法研究
Algorithm Researching of visual reference station based on the RTCM data format
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为实现网络差分系统的高精度差分定位,利用虚拟参考站技术提出一种网络RTK差分改正信息的生成方法。
In order to realize precision positioning based on network difference , an method for calculating difference correction message of NRTK was proposed by virtual reference station technique .
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本文在介绍GPS网络RTK系统的原理和组成部分的基础上,重点讨论了网络RTK系统的三种主要算法:内插法、线性组合法和虚拟参考站法;
On the base of the principle and ingredients of GPS network RTK system , this article mainly discusses the three algorithms : interpolation method , linear combination method , GPS virtual reference station method .
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虚拟参考站技术(VRS)是一种基于多基站网络进行GPS载波相位差分定位的新方法,非常适用于厘米级实时高精度导航定位。
The Virtual Reference Station ( VRS ) concept is one of the most latest promising concept , in a broad sense of using multiple reference stations , which is applicable for centimeter-level accurate differential GPS positioning in real time environment .
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虚拟参考站技术中对流层误差建模方法研究
Research on the Modeling of Tropospheric Delay in Virtual Reference Station
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虚拟参考站系统的设计与建立
The Design and Building of Virtual Reference Station System
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针对虚拟参考站网络差分定位的关键技术,提出了虚拟相位观测值及差分改正信息生成的算法模型。
The key technique of network differential positioning based on virtual reference station , the algorithm the generation of virtual phase observation and differential corrections was proposed .
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在探讨虚拟参考站组成及其工作原理的基础上,对虚拟参考站差分改正信息的生成方法进行了研究。
Firstly the components of virtual reference station and its basic principles are briefly introduced . Then a method of differential correction message generation is discussed and some conclusions are remarked in this paper .
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利用GPS虚拟网络参考站定位系统,以厘米级精度测定校正遥感图像的地面控制点。
By means of GPS dummy network reference station positioning system , the ground control points for the calibration of remote sensing image were surveyed with the precision of centimeter level .
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本系统全面支持广域网办公模式,实现了面向每个读者服务的个性化服务。实现的功能包括个性RSS推送服务、博客服务、虚拟参考咨询以及一站式检索。
The system fully supports Wide Area Network Office mode , and has achieved the function of RSS , blog , virtual reference and one-stop retrieval system .