{"title":"利用GPS和EGNOS校正改进阿尔及利亚北部位置的初步研究","authors":"Tabti Lahouaria, S. Kahlouche, Benadda Belkacem","doi":"10.1109/ISNCC.2019.8909096","DOIUrl":null,"url":null,"abstract":"The European Geostationary Navigation Overlay Service (EGNOS) offers an augmentation signal to the Global Positioning System (GPS). Presently, EGNOS augments GPS performance using the L1 (1575.42 MHz) by providing correction data and integrity information for improving positioning and navigation services over Europe. The corrections transmitted by EGNOS contribute to reduce error sources related to satellite clocks, satellite position and ionospheric effects. Others errors sources (tropospheric effects, multipath and user receiver contributions) are local effects those cannot be corrected by this system. This research presents the preliminary analysis to investigate the improvement positioning of the EGNOS system in North of Algeria without RIMS station, this area until considered as covered by EGNOS. The raw GPS data were collected by a geodetic receiver (Trimble Net R9), which was installed at four sites in different date of the year 2018, and over a time interval from 6 to 24 hours. Analysis of the parameters characterizing the accuracy of positioning was performed in two calculation modes; firstly, with measurement data of GPS only in mode SPP (single positioning point) and secondly, with differential correction of EGNOS in mode SBAS. The characterization of the receiver's position error using the horizontal and vertical position error (HPE and VPE) is obtained from the position error in three dimensions (X, Y and Z). The errors are computed based on the difference between measured positions and the precise positions. The results reveal that the use of EGNOS correction improves the positioning accuracy in comparison with the standalone GPS point positioning. Further, results show that there is an improvement in the three dimensional positioning accuracy. It is also shown that the use of full EGNOS correction demonstrated horizontal and vertical positioning are better than 2 meters and better than 6 meters (95%), respectively. While in GPS only, it is around 4 meters in horizontal and 8 meters in vertical.","PeriodicalId":187178,"journal":{"name":"2019 International Symposium on Networks, Computers and Communications (ISNCC)","volume":"96 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2019-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Preliminary Study of Improving Position in North of Algeria Using GPS and EGNOS Corrections\",\"authors\":\"Tabti Lahouaria, S. Kahlouche, Benadda Belkacem\",\"doi\":\"10.1109/ISNCC.2019.8909096\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The European Geostationary Navigation Overlay Service (EGNOS) offers an augmentation signal to the Global Positioning System (GPS). Presently, EGNOS augments GPS performance using the L1 (1575.42 MHz) by providing correction data and integrity information for improving positioning and navigation services over Europe. The corrections transmitted by EGNOS contribute to reduce error sources related to satellite clocks, satellite position and ionospheric effects. Others errors sources (tropospheric effects, multipath and user receiver contributions) are local effects those cannot be corrected by this system. This research presents the preliminary analysis to investigate the improvement positioning of the EGNOS system in North of Algeria without RIMS station, this area until considered as covered by EGNOS. The raw GPS data were collected by a geodetic receiver (Trimble Net R9), which was installed at four sites in different date of the year 2018, and over a time interval from 6 to 24 hours. Analysis of the parameters characterizing the accuracy of positioning was performed in two calculation modes; firstly, with measurement data of GPS only in mode SPP (single positioning point) and secondly, with differential correction of EGNOS in mode SBAS. The characterization of the receiver's position error using the horizontal and vertical position error (HPE and VPE) is obtained from the position error in three dimensions (X, Y and Z). The errors are computed based on the difference between measured positions and the precise positions. The results reveal that the use of EGNOS correction improves the positioning accuracy in comparison with the standalone GPS point positioning. Further, results show that there is an improvement in the three dimensional positioning accuracy. It is also shown that the use of full EGNOS correction demonstrated horizontal and vertical positioning are better than 2 meters and better than 6 meters (95%), respectively. 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引用次数: 0
摘要
欧洲地球同步导航覆盖服务(EGNOS)为全球定位系统(GPS)提供增强信号。目前,EGNOS通过L1 (1575.42 MHz)提供校正数据和完整性信息来增强GPS性能,以改善欧洲的定位和导航服务。EGNOS传送的修正有助于减少与卫星时钟、卫星位置和电离层效应有关的误差源。其他误差源(对流层效应、多径效应和用户接收机贡献)是本系统无法纠正的局部效应。本研究提出了初步分析,以调查阿尔及利亚北部没有RIMS站的EGNOS系统的改进定位,该地区直到被EGNOS覆盖为止。原始GPS数据由一个大地测量接收器(Trimble Net R9)收集,该接收器在2018年的不同日期安装在四个站点,时间间隔为6至24小时。在两种计算模式下,对表征定位精度的参数进行分析;首先,利用SPP(单定位点)模式下的GPS测量数据,其次,利用SBAS模式下的EGNOS差分校正。从X、Y、Z三个维度的位置误差出发,利用水平位置误差和垂直位置误差(HPE和VPE)表征接收机的位置误差,根据测量位置与精确位置的差值计算接收机的位置误差。结果表明,与单独的GPS点定位相比,EGNOS校正提高了定位精度。此外,结果表明,三维定位精度有所提高。采用全EGNOS校正后,水平定位优于2米,垂直定位优于6米(95%)。而仅在GPS中,它的水平高度约为4米,垂直高度约为8米。
Preliminary Study of Improving Position in North of Algeria Using GPS and EGNOS Corrections
The European Geostationary Navigation Overlay Service (EGNOS) offers an augmentation signal to the Global Positioning System (GPS). Presently, EGNOS augments GPS performance using the L1 (1575.42 MHz) by providing correction data and integrity information for improving positioning and navigation services over Europe. The corrections transmitted by EGNOS contribute to reduce error sources related to satellite clocks, satellite position and ionospheric effects. Others errors sources (tropospheric effects, multipath and user receiver contributions) are local effects those cannot be corrected by this system. This research presents the preliminary analysis to investigate the improvement positioning of the EGNOS system in North of Algeria without RIMS station, this area until considered as covered by EGNOS. The raw GPS data were collected by a geodetic receiver (Trimble Net R9), which was installed at four sites in different date of the year 2018, and over a time interval from 6 to 24 hours. Analysis of the parameters characterizing the accuracy of positioning was performed in two calculation modes; firstly, with measurement data of GPS only in mode SPP (single positioning point) and secondly, with differential correction of EGNOS in mode SBAS. The characterization of the receiver's position error using the horizontal and vertical position error (HPE and VPE) is obtained from the position error in three dimensions (X, Y and Z). The errors are computed based on the difference between measured positions and the precise positions. The results reveal that the use of EGNOS correction improves the positioning accuracy in comparison with the standalone GPS point positioning. Further, results show that there is an improvement in the three dimensional positioning accuracy. It is also shown that the use of full EGNOS correction demonstrated horizontal and vertical positioning are better than 2 meters and better than 6 meters (95%), respectively. While in GPS only, it is around 4 meters in horizontal and 8 meters in vertical.