| Geodetski Vestnik | |
| Postopek vzpostavitve in testiranja lastne referenčne GNSS-postaje ( = Process of setting up and testing our own GNSS reference station) | |
| Nikolaj Šarlah1  Gašper Štebe2  Oskar Sterle2  | |
| [1] Surveying and Mapping Authority of the Republic of Slovenia, RSMA Celje, Mariborska ulica 88, SI-3000 Celje, Slovenia ;University of Ljubljana, Faculty of Civil and Geodetic Engineering, Jamova cesta 2, SI-1000 Ljubljana, Slovenia; | |
| 关键词: GNSS; GNSS reference station; RTK; NTRIP; GJI; SIGNAL; VRS; | |
| DOI : 10.15292/geodetski-vestnik.2015.03.457-472 | |
| 来源: DOAJ | |
【 摘 要 】
In this paper, we describe the process of setting up a GNSS referencestation.Thisisoneoptionforcapturingandmanagingspatialdatainthelocalarea.Wedemonstratethemethodofmountingareferencestation,aswellastherequiredhardwareandsoftwareforsettingoneup;thelatterallowsforreal-timecorrectionsthataretransmittedin the RTCM. The coordinates of the reference station were determinedusingcommercial(Topcon)andprofessional(Bernese) GNSS data-processing software. We demonstrate the differences between the results of both types of software. Taking example of the control points in the Celje area, we analyse the differences between the coordinates determined using our own GNSS reference station and the coordinates using the virtualreferencestation(fromtheSIGNALnetwork).Wealso discuss the differences between the coordinates measured using RTK (GNSS reference station and VRS/SIGNAL) and the control points. Based on our calculations of the deviations between the coordinates, we conclude that we can use our own reference station for baselines up to 15 km for the purposes of capturing utility data.
【 授权许可】
Unknown