Satellite-Clock Modeling in Single-Frequency PPP-RTK Processing

Kan Wang, A. Khodabandeh, P. Teunissen, N. Nadarajah
{"title":"Satellite-Clock Modeling in Single-Frequency PPP-RTK Processing","authors":"Kan Wang, A. Khodabandeh, P. Teunissen, N. Nadarajah","doi":"10.1061/(ASCE)SU.1943-5428.0000252","DOIUrl":null,"url":null,"abstract":"The real-time kinematic precise point positioning (PPP-RTK) technique enables integer ambiguity resolution by providing singlereceiver users with information on the satellite phase biases next to the standard PPP corrections. Using undifferenced and uncombined observations, rank deficiencies existing in the design matrix need to be eliminated to formestimable parameters. In this contribution, the estimability of the parameters was studied in single-frequency ionosphere-weighted scenario, given a dynamic satellite-clock model in the network Kalman filter. In case of latency of the network corrections, the estimable satellite clocks, satellite phase biases, and ionospheric delays need to be predicted over short time spans. With and without satellite-clock models incorporated in the network Kalman filter, different approaches were used to predict the network corrections. This contribution shows how the predicted network corrections responded to the presence and absence of satellite-clock models. These differences in the predicted network corrections were also reflected in the user positioning results. Using three different 1-Hz global positioning system (GPS) single-frequency data sets, two user stations in one small-scale network were used to compute the positioning results, applying predicted network corrections. The latency of the network products ranges from 3 to 10 s. It was observed that applying strong satellite-clock constraints in the network Kalman filter (i.e., with the process noise of 1 or 0.5mm per square root of second) reduced the root-mean squares (RMS) of the user positioning results to centimeters in the horizontal directions and decimeters in the vertical direction for latencies larger than 6 s, compared to the cases without a satellite-clock model.","PeriodicalId":210864,"journal":{"name":"Journal of Surveying Engineering-asce","volume":"21 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2018-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"11","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Surveying Engineering-asce","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1061/(ASCE)SU.1943-5428.0000252","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 11

Abstract

The real-time kinematic precise point positioning (PPP-RTK) technique enables integer ambiguity resolution by providing singlereceiver users with information on the satellite phase biases next to the standard PPP corrections. Using undifferenced and uncombined observations, rank deficiencies existing in the design matrix need to be eliminated to formestimable parameters. In this contribution, the estimability of the parameters was studied in single-frequency ionosphere-weighted scenario, given a dynamic satellite-clock model in the network Kalman filter. In case of latency of the network corrections, the estimable satellite clocks, satellite phase biases, and ionospheric delays need to be predicted over short time spans. With and without satellite-clock models incorporated in the network Kalman filter, different approaches were used to predict the network corrections. This contribution shows how the predicted network corrections responded to the presence and absence of satellite-clock models. These differences in the predicted network corrections were also reflected in the user positioning results. Using three different 1-Hz global positioning system (GPS) single-frequency data sets, two user stations in one small-scale network were used to compute the positioning results, applying predicted network corrections. The latency of the network products ranges from 3 to 10 s. It was observed that applying strong satellite-clock constraints in the network Kalman filter (i.e., with the process noise of 1 or 0.5mm per square root of second) reduced the root-mean squares (RMS) of the user positioning results to centimeters in the horizontal directions and decimeters in the vertical direction for latencies larger than 6 s, compared to the cases without a satellite-clock model.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
单频PPP-RTK处理中的卫星时钟建模
实时运动精确点定位(PPP- rtk)技术通过向单个接收机用户提供卫星相位偏差的信息,从而实现整数模糊度的解决。利用未差分和未组合的观测值,需要消除设计矩阵中存在的秩缺陷,以形成可估计的参数。在此贡献中,研究了单频电离层加权情景下参数的可估计性,给出了网络卡尔曼滤波器中的动态卫星时钟模型。在网络修正延迟的情况下,需要在短时间跨度内预测可估计的卫星时钟、卫星相位偏差和电离层延迟。在网络卡尔曼滤波器中加入卫星时钟模型和不加入卫星时钟模型时,使用了不同的方法来预测网络改正。这一贡献显示了预测的网络修正如何响应卫星时钟模型的存在和不存在。这些预测网络修正量的差异也反映在用户定位结果中。利用3个不同的1 hz全球定位系统(GPS)单频数据集,利用一个小尺度网络中的2个用户站,应用预测网络改正量计算定位结果。网络产品的时延范围为3 ~ 10秒。研究发现,与不使用卫星时钟模型的情况相比,在网络卡尔曼滤波器中应用强卫星时钟约束(即过程噪声为1或0.5mm /平方根秒)将用户定位结果的均方根(RMS)在水平方向上降低到厘米,在垂直方向上降低到分米,延迟大于6 s。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
自引率
0.00%
发文量
0
期刊最新文献
Horizontal Reference Network Densification by Multiple Free Stations Inaugural Editorial Reviewers Network-Aided Reduction of Slope Distances in Small-Scale Geodetic Control Networks Enhancement of Computational Efficiency for Weighted Total Least Squares
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1