Tarek Hassan, T. Fath-Allah, M. Elhabiby, Alaa ElDin Awad, M. El‐Tokhey
{"title":"Integration of GNSS observations with volunteered geographic information for improved navigation performance","authors":"Tarek Hassan, T. Fath-Allah, M. Elhabiby, Alaa ElDin Awad, M. El‐Tokhey","doi":"10.1515/jag-2021-0063","DOIUrl":null,"url":null,"abstract":"Abstract Pedestrian and vehicular navigation relies mainly on Global Navigation Satellite System (GNSS). Even if different navigation systems are integrated, GNSS positioning remains the core of any navigation process as it is the only system capable of providing independent solutions. However, in harsh environments, especially urban ones, GNSS signals are confronted by many obstructions causing the satellite signals to reach the receivers through reflected paths. These No-Line of Sight (NLOS) signals can affect the positioning accuracy significantly. This contribution proposes a new algorithm to detect and exclude these NLOS signals using 3D building models constructed from Volunteered Geographic Information (VGI). OpenStreetMap (OSM) and Google Earth (GE) data are combined to build the 3D models incorporated with GNSS signals in the algorithm. Real field data are used for testing and validation of the presented algorithm and strategy. The accuracy improvement, after exclusion of the NLOS signals, is evaluated employing phase-smoothed code observations. The results show that applying the proposed algorithm can improve the horizontal positioning accuracy remarkably. This improvement reaches 10.72 m, and the Root Mean Square Error (RMSE) drops by 1.64 m (46 % improvement) throughout the epochs with detected NLOS satellites. In addition, the improvement is analyzed in the Along-Track (AT) and Cross-Track (CT) directions. It reaches 6.89 m in the AT direction with a drop of 1.076 m in the RMSE value, while it reaches 8.64 m with a drop of 1.239 m in the RMSE value in the CT direction.","PeriodicalId":45494,"journal":{"name":"Journal of Applied Geodesy","volume":"16 1","pages":"265 - 277"},"PeriodicalIF":1.2000,"publicationDate":"2022-03-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Applied Geodesy","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1515/jag-2021-0063","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"REMOTE SENSING","Score":null,"Total":0}
引用次数: 0
Abstract
Abstract Pedestrian and vehicular navigation relies mainly on Global Navigation Satellite System (GNSS). Even if different navigation systems are integrated, GNSS positioning remains the core of any navigation process as it is the only system capable of providing independent solutions. However, in harsh environments, especially urban ones, GNSS signals are confronted by many obstructions causing the satellite signals to reach the receivers through reflected paths. These No-Line of Sight (NLOS) signals can affect the positioning accuracy significantly. This contribution proposes a new algorithm to detect and exclude these NLOS signals using 3D building models constructed from Volunteered Geographic Information (VGI). OpenStreetMap (OSM) and Google Earth (GE) data are combined to build the 3D models incorporated with GNSS signals in the algorithm. Real field data are used for testing and validation of the presented algorithm and strategy. The accuracy improvement, after exclusion of the NLOS signals, is evaluated employing phase-smoothed code observations. The results show that applying the proposed algorithm can improve the horizontal positioning accuracy remarkably. This improvement reaches 10.72 m, and the Root Mean Square Error (RMSE) drops by 1.64 m (46 % improvement) throughout the epochs with detected NLOS satellites. In addition, the improvement is analyzed in the Along-Track (AT) and Cross-Track (CT) directions. It reaches 6.89 m in the AT direction with a drop of 1.076 m in the RMSE value, while it reaches 8.64 m with a drop of 1.239 m in the RMSE value in the CT direction.
行人和车辆导航主要依赖于全球导航卫星系统(GNSS)。即使不同的导航系统集成,GNSS定位仍然是任何导航过程的核心,因为它是唯一能够提供独立解决方案的系统。然而,在恶劣的环境中,特别是城市环境中,GNSS信号会遇到许多障碍物,导致卫星信号通过反射路径到达接收机。这些无瞄准线(NLOS)信号会显著影响定位精度。本文提出了一种新的算法来检测和排除这些NLOS信号,该算法使用由志愿地理信息(VGI)构建的3D建筑模型。该算法结合OpenStreetMap (OSM)和谷歌Earth (GE)数据,构建了包含GNSS信号的三维模型。实际现场数据用于测试和验证所提出的算法和策略。在排除NLOS信号后,采用相位平滑的代码观测来评估精度的提高。结果表明,采用该算法可显著提高水平定位精度。在NLOS卫星被探测的各个时期,这一改进达到了10.72 m,均方根误差(RMSE)降低了1.64 m(改善了46%)。此外,还分析了沿轨(AT)和跨轨(CT)方向的改进。AT方向达到6.89 m, RMSE值下降1.076 m; CT方向达到8.64 m, RMSE值下降1.239 m。